Section 21 (2) of the Transport Safety Investigation Act 2003 (TSI Act) empowers the ATSB to discontinue an investigation into a transport safety matter at any time. Section 21 (3) of the TSI Act requires the ATSB to publish a statement setting out the reasons for discontinuing an investigation. The statement is published as a report in accordance with section 25 of the TSI Act, capturing information from the investigation up to the time of discontinuance.
Overview of the investigation
At about 2230 on 17 March 2022, an axle in the rear part of train 5WB7 broke as the train entered the yard at Casino, derailing the wagon. As the train passed through the yard it travelled over a set of points for the closed Murwillumbah Branch (set for the mainline). At this point, the derailment worsened with the rear four wagons derailing and becoming detached from the rest of the train. The train then passed through a second set of points (also set for the mainline) and came to a stop. A further four wagons at the rear of the train were derailed. A significant amount of track and signal infrastructure was damaged within Casino yard, however there were no injuries.
During the investigation, the ATSB found:
The derailment was due to a broken axle on the 55th wagon (RKPF30311).
The metallurgical analysis of axle concluded that the failure was due to a fatigue crack on the axle barrel. The fracture face exhibited corrosion indicating the crack had been present for an extended period. The initial cause of the fatigue crack and exact duration could not be determined with the evidence available.
The wagon was operated and maintained by Pacific National until it was transferred to Qube on 1 January 2022.
The journey on 17 March 2022 was the first time that the wagon (RKPF30311) had been used by Qube since the transfer. The wagon underwent a full train inspection (FX) prior to departing Port Kembla.
The train, wagon and axle had been inspected and maintained in accordance with both operators’ procedures.
The in-service inspections of wheels and axles were by visual inspection as part of the full train inspection and roll-by inspection. However, the inspections were limited to the detection of large or obvious defects.
When wheels and axles were removed from the wagon they were subjected to visual and non‑destructive testing in accordance with the operators’ procedures and relevant standards. Where damage was detected, the defect could be treated if it was below the maximum permissible defect size. Non-destructive testing was conducted to ensure the defect was removed prior to the axles being returned to service.
During the investigation, the ATSB also reviewed the following:
the axle inspection and defect data for class E axles held by the operator
the axle inspection process and engineering standards
the visual and non-destructive testing process for class E axles and witnessed the inspection process
asset handover process from Pacific National to Qube.
Reasons for the discontinuation
Based on a review of the available evidence, the ATSB considered it was unlikely that further investigation would identify any systemic safety issues or important safety lessons. Consequently, the ATSB has discontinued this investigation.
In response to the incident, Qube has advised the following safety actions have been taken:
Visual inspections and ultrasonic testing of the axles on the wagons received from Pacific National.
Updated rolling stock maintenance manual using data from the on-wagon axle testing to provide clear standard for future axle maintenance.
Created an axle register to ensure that all Qube axles have unique identifying numbers.
Made representations to the Rail Industry Safety and Standards Board (RISSB), to consider strengthening the requirements of AS 7515 Axles to mandate the marking of axles with dates and sources of manufacture to align with traceability requirements of AS 7514 Wheels.
The evidence collected during this investigation remains available to be used in future investigations or safety studies. The ATSB will also monitor for any similar occurrences that may indicate a need to undertake a further safety investigation.
During a maintenance inspection of a Boeing 737-300 aircraft, registered VH-YNU, the failure of a wing spoiler cable was identified. The Civil Aviation Safety Authority (CASA) requested technical assistance from the ATSB in the examination of the cable. To facilitate this assistance, the ATSB initiated an external investigation under the provisions of the Transport Safety Investigation Act 2003.
The ATSB has concluded the examination of the cable, and provided the results of that work to CASA on 6 May 2022.
The Civil Aviation Safety Authority is responsible for and will administer the release of any information from the maintenance inspection. Any enquires relating to the matter should be directed to CASA at casa.gov.au.
On 26 February 2022, at around 1030 local time, a student pilot and instructor were conducting a low-level hover training exercise at Gold Coast Airport, Queensland, in a Robinson Helicopter R22, registered VH-THM, operated by Professional Helicopter Services.
After around 30 seconds of stable hover just above the ground, there was a ‘bang’ through the airframe. The helicopter then pitched nose up, developed a large vibration and then yawed to the right. The instructor took over immediately and landed. There were no injuries. Subsequent inspection found that the tail rotor gearbox and empennage assembly had separated from the tailcone (boom).
What the ATSB found
The tail rotor tip cap detached due to moisture-induced failure of the adhesive bond. Tap testing of the tail rotor blades during the most recent scheduled inspection, for the purpose of detecting adhesive failure, did not identify any disbonds that were very likely present at the time.
The tailcone aft casting then fractured due to the detachment of the tail rotor tip cap, which led to a tail rotor imbalance and severe abnormal loading event on the casting.
What has been done as a result
Robinson released updated service bulletins and service letters in response to seeing tail rotor blades that were allowed to corrode to an unserviceable condition and receiving reports of tail rotor blade tips coming loose in service due to corrosion. Notably, Robinson released Revision A of R22 service letter SL-93 in June 2022, which required blade replacement with any evidence of bond line corrosion. The updated service letter also included inspection criteria and a minimum 10x magnification inspection of the bond line to increase the likelihood of detection. Other recommended tail rotor blade maintenance practices were also updated.
Robinson has also identified certain part and serial number blades as being susceptible to corrosion. These blades required additional visual inspection prior to the first flight of the day, until replacement with blades that were less susceptible to corrosion. The United States Federal Aviation Administration released an airworthiness directive regarding this matter.
Safety message
In-service detachment of a tail rotor tip cap due to adhesive failure is an uncommon event, but still presents a significant hazard to the helicopter. The resultant destructive imbalance could result in a loss of tail rotor drive and/or tail assembly. Pilots and maintainers should recognise that tap testing alone may be insufficient to detect adhesive disbonds, and that detailed visual inspection, especially for signs of corrosion around the bond line, will assist in identifying blade degradation.
Meanwhile, pilots should ensure they are familiar with the immediate corrective actions required for the loss of tail rotor effectiveness, in accordance with the pilot operating handbook, to reduce the likelihood of a loss of helicopter control.
The occurrence
On 26 February 2022, at around 1030 local time, a student pilot and instructor were conducting a low-level hover training exercise at Gold Coast Airport, Queensland, in a Robinson Helicopter R22 registered VH-THM, operated by Professional Helicopter Services.
Prior to commencement of the exercise, the instructor conducted a daily check of the helicopter, with no issues found. The instructor then taxied the helicopter from the helipad to the western grassed training area. The instructor reported having flown the helicopter frequently and that the helicopter felt normal, with no unusual sounds or vibrations.
After reaching the training area, the instructor handed control of the helicopter to the student to commence the hover exercise at a skid height of approximately 3–5 feet above the ground. This was the student’s fourth hover exercise and the instructor was closely guarding the flight controls against any abrupt inputs form the student.
After around 30 seconds of stable hover, the instructor described feeling a significant jolt[1] through the airframe. The helicopter then pitched nose up, developed a large vibration and then yawed to the right. The instructor immediately took control of the helicopter, lowered the collective and closed the throttle to control the yaw. The helicopter was landed safely and there were no injuries.
Once on the ground, with the engine still running, the vibration ceased. The instructor shut down the helicopter and on inspection, identified that the tail rotor gearbox and empennage assembly had each separated from the tailcone (boom) and were reportedly located within 10 metres from the final position of the helicopter (Figure 1). The ATSB did not attend the site.
Figure 1: Proximity of separated major tail components from the helicopter
Tail rotor blades (not shown) had separated from the gearbox assembly
Source: Helicopter operator, annotated by the ATSB
Context
Aircraft information
The accident helicopter was a Robinson R22 Beta, serial number 4057, manufactured in 2006 and registered with the current operator since November 2019. The airframe had 3,355 hours at the time of the occurrence. The helicopter’s most recent maintenance was a scheduled 100-hour / annual airframe inspection that was conducted on 24 January 2022 at 3,334 airframe hours, which was 21 flight hours and 33 days prior to the occurrence.
The tail section of the R22 comprises a tailcone assembly, through which the tail rotor drive shaft and pitch control rod passes. An aluminium casting is riveted to the skin at the end of the tailcone, and supports the tail rotor gearbox and empennage assembly. An example of the tail arrangement on another R22 helicopter is shown in Figure 2.
Figure 2: Exemplar R22 tail arrangement
Source: Archangel12, via Wikimedia Commons, annotated by the ATSB
Component history
The tailcone assembly (part number A023-23, serial number 5986), including the tailcone aft casting, was removed from another helicopter in December 2016 due to it having been dented. A repair was completed by Robinson in April 2017 and fitted to VH-THM in November 2018. The assembly had accrued 1,155 hours since the repair and fitment to VH-THM, and 2,787 hours total time in service. The tailcone assembly had a 4,400-hour service life.
The tail rotor blades (part number A029-2 Rev R, serial numbers 5802 and 5803) fitted to the helicopter had a 2,200 hour operational, or 12 year calendar, life limit. The tail rotor blades were installed as a set in November 2018, having accrued 1,155 hours on another helicopter. At the time of the occurrence the blades had 2,147 hours since new (53 hours of life remaining), and had a calendar life expiry of April 2028. The tail rotor blades had most recently been repainted in November 2020.
Component examinations
Empennage and gearbox
The separated tail rotor gearbox and empennage assembly, and tail rotor blades, were sent to the ATSB’s technical facilities in Canberra for detailed examination.
The empennage assembly was recovered in one piece and had separated from the tailcone and gearbox due to fracture of the aft casting, part of which remained attached to the horizontal stabiliser. The inboard end of the horizontal stabiliser had sustained impact damage (Figure 3). There was no damage to any of the stabiliser extremities.
Figure 3: Empennage overview and damage
Source: ATSB
The tail rotor gearbox was firmly fastened to the remaining part of the fractured tailcone casting (Figure 4). On disassembly, there was no indication of movement or fretting[2] between the mating surfaces. The gearbox separated from the tailcone due to tearing of the skin immediately forward of the casting rivet line.
Figure 4: Tail rotor gearbox assembly as recovered
Source: ATSB
The gearbox output shaft was bent. Both tail rotor blades were fractured and separated close to the blade root. One of the tail rotor blades was missing the tip cap, which was not found. The pitch change bellcrank support arm was fractured due to rotation of the bent output shaft.
The tail rotor drive shaft was fractured at the aft flex coupling and the tailcone push-pull tube was fractured and twisted around the driveshaft. The aft flex coupling was determined to have been assembled correctly and the flex plate had deformed and fractured due to overstress. The driveshaft flange had deformation consistent with resistance on the tail rotor side of the drive system.
Figure 5: Fractured tail rotor aft flex coupling
Source: ATSB
Tail rotor blades
Description and examination
The tail rotor blades were Robinson part number A029-2 Rev R with serial numbers (SN) 5802 and 5803 (Figure 6). After ATSB examination, the blades were forwarded to Robinson for examination under the supervision of the United States National Transportation Safety Board (NTSB).
Figure 6: Tail rotor blades SN 5802 and SN 5803
Source: ATSB
Deformation and scoring of the tail rotor blades matched the damage sustained to the inboard end of the horizontal stabiliser, indicating they had come into contact during the occurrence sequence (Figure 7).
Figure 7: Rotor blade contact with horizontal stabiliser
Source: ATSB
The aluminium tip cap was bonded to the internal skin surface of the blade using an epoxy film adhesive (Solvay FM 94K) described in the datasheet as follows:
FM® 94 adhesive offers a unique combination of high temperature performance, toughness and moisture resistance as demonstrated by its ability to bond to wet Nomex® honeycomb and retention of shear properties after pre- and post-bond humidity exposure.
The tip cap of blade SN 5803 had separated. Examination and measurements of the original bonded area identified that approximately 85% was smooth, consistent with adhesive failure,[3] with some discolouration and material transfer from the missing tip cap (Figure 8). The remaining 15% exhibited a rough fracture surface indicative of cohesive failure. The NTSB reported ‘traces of yellow patches were observed across the entire surface … and under microscopic examination, when pressed, the patches expressed fluid.’ Robinson and the NTSB concluded that the tip cap detached from the blade as a result of moisture-induced adhesive failure.
Figure 8: Blade SN 5803 post-occurrence tip cap adhesive condition
Source: ATSB
Both blades had significant erosion and thinning of the leading edge skin, particularly at the tip (Figure 9). The erosion wore completely through the skin on a small section of the leading edge on Blade SN 5802. Blade SN 5803 had a crack in the leading edge, across the tip cap bond. The heavily oxidised condition of the crack surface indicated that it was not a recent fracture and therefore pre-dated the tip cap separation. Both blades had small areas of corrosion, indicated by paint bubbles, on the blade skin adjacent to the tip cap.
During the examination, Robinson tap-tested[4] SN 5802 with the tip cap in situ and identified likely indications of voids or disbonding ‘mid-span’ along the tip cap bond line.[5] Disassembly of the blade revealed some regions of adhesive failure, appearing to be predominantly progressing towards the blade root from around the circumference of the bond line, amounting to about 30% of the original bond area (Figure 10).
Figure 9: Tail rotor blade leading edges, showing paint loss, erosion and skin cracking
Source: ATSB
Figure 10: Blade SN 5802 adhesive failure
The other side of the bond exhibited similar visual characteristics.
Source: Robinson Helicopter Company, annotated by the ATSB
Maintenance requirements
Chapter 2 of the R22 maintenance manual contained a 100-hourly inspection procedure and checklist, which stated:
Tail Rotor Blades: Inspect condition. Refer to § 9.220 for damage limitations…Verify blade tip drain holes (2 per A029-1 blade, 1 per A029-2 blade) are unobstructed. Verify no corrosion. Tap test bonded areas per § 26-44.
Tap testing structures involves lightly tapping an item of specific size, weight and material (often a coin or washer) along the length of a bonded structure and listening for changes in the acoustic response. Areas of delamination or disbond will sound hollow in comparison to a solid structure. A video illustrating a tap test was published by Robinson, at https://www.robinsonheli.com/media.
The 100-hourly inspection procedure and checklist was completed at the 24 January 2022 inspection, with no defects recorded.
Chapter 9, section 9.220 of the helicopter’s maintenance manual detailed inspection and repair limits for tail rotor dents, nicks, scratches and corrosion. Blades were required to be replaced where erosion caused deformation or ripples in the leading edge. The section contained a procedure for re-painting the blades, but not a specific limit or requirement for repainting due to general wear. The tail rotor blade description under section 9.000 stated that ‘Maintaining the paint finish will reduce corrosion and erosion.’ The service letter, SL-93, similarly stated: ‘Paint offers the best protection against leading edge corrosion’ and the ‘preferred blade condition is with a fully painted leading edge’.
Section 26-44 of the maintenance manual detailed void limits during detection by tap testing of main rotor blades and referenced ‘critical’, ‘semi-critical’ and ‘non-critical’ blade bond areas. There were no tail rotor blade void limits given. The maintainer of the occurrence tail rotor blades indicated they had extensive experience in tap testing and had previously identified disbonds in other manufacturer’s rotor blades.
Robinson also published R22 service letter SL-93 in June 2021, the background for which stated:
RHC [Robinson] has recently seen tail rotor blades that were allowed to corrode to an unserviceable condition including severe leading edge pitting and degradation of the bond at the tip cap. Regular preventive maintenance is imperative for continued safe operation and additional care may be required in corrosive environments such as coastal or shipboard operations.
The service letter recommended practices included removal of any corrosion by hand sanding and instructed to ‘remove only material necessary to eliminate corrosion; any hole that completely penetrates blade skin requires blade replacement.’ The service letter also reinforced the maintenance manual requirement for tap testing of the blades to ‘verify bond integrity’.
Tailcone aft casting
The two separated pieces of the fractured tailcone casting remained secured to the horizontal stabiliser and tailcone skin/gearbox respectively (Figure 11). There were no visible part or serial numbers.
Figure 11: Aft tailcone casting fracture, empennage side (left) and tailcone side (right)
Darkened regions on the fracture surface were considered to be due to gearbox oil migration.
Source: ATSB
The casting was manufactured from A356.0-T6[6] aluminium alloy. Chemical analysis and hardness of the occurrence casting material found these characteristics to be in accordance with the alloy standard.
Visually and under low magnification optical microscopy, the casting fracture surface had irregular and faceted, brittle fracture features. There was evidence of localised deformation from contact between the two halves of the fractured bulkhead and as a result of impact with the adjacent pitch‑change push-pull tube. Microstructural analysis showed that the casting was unmodified,[7] and the faceted fracture surface was the result of the presence of coarse, plate-like silicon eutectic constituents in the alloy. Unmodified A356 crack growth studies have found that, at higher stress intensities, crack progression tends to follow the silicon particle orientation, which therefore dominates the fracture surface, producing the faceted fracture features observed in the occurrence sample.
At high magnification using a scanning electron microscope (SEM), there were several areas of minor shrinkage porosity and non-metallic inclusions that were generally to be expected for this type of casting. There were also some very minor striated areas that appeared consistent with high-cycle cracking. However, none of the defects observed were considered significant enough to have meaningfully contributed to the casting fracture.
To more fully characterise the fracture surface of this type of unmodified cast aluminium alloy, the ATSB conducted some laboratory fractures and the Defence Science and Technology Group (DSTG) conducted fatigue testing on the casting alloy for comparison (Appendix A).
Adhesive bond failures
Failure types comprise adhesive, cohesive, and mixed failures (Petrie 2000):
Adhesive failure is an interfacial bond failure between the adhesive and the adherend [bonded surface]. Cohesive failure could exist within either the adhesive material or the adherend. Cohesive failure of the adhesive occurs when stress fracture within the adhesive material allows a layer of adhesive to remain on both substrates (i.e., the attachment of the adhesive to the substrate is stronger than the internal strength of the adhesive itself, and the adhesive fails within its bulk). When the adherend fails before the adhesive and the joint area remains intact, it is known as a cohesive failure of the adherend.
An illustration of cohesive, adhesive, and mixed failure types is provided in Figure 12.
Figure 12: Cohesive and adhesive failures
Source: Petrie (2000), modified by the ATSB
Moisture can affect the strength of an adhesive bond. This failure mechanism involves water diffusing through the adhesive, through the interface between the adhesive and adherend and/or through cracks or defects in the adhesive or adherend layers. The absorbed water molecules degrade the interface by deteriorating secondary bonds between the adhesive and adherend, or by weakening the oxide layer of the aluminium substrate.
Related occurrences
R44 in flight break-up
On 4 July 2020 a Robinson R44 Raven I helicopter, VH-NBY, experienced an in-flight break-up shortly after takeoff, 3 km north of Broome Airport, Western Australia. As with VH-THM, the tailcone aft casting failed, but there was no tail rotor blade failure (ATSB investigation AO‑2020‑033).
R22 tail rotor failure
The US National Transportation Safety Board investigated (ERA22LA340) a July 2022 accident involving an instructional flight in a Robinson R22 helicopter that collided with terrain. The instructor reported hearing a popping and banging sound, followed by an uncommanded right yaw, and subsequent collision with terrain.
The investigation report stated:
Postaccident examination of the helicopter revealed that the tail rotor gearbox had fractured and that the tail rotor assembly had separated from the helicopter. Additional examination of the tail rotor blades, which had remained attached to the tail rotor drive shaft and gearbox, revealed corrosion and interior delamination of the blades. There was also erosion present on the blade leading edges, which likely provided a path for moisture to ingress, thereby resulting in the observed corrosion as well the failure of the bonding adhesive within the blade. It is likely that this condition resulted in an imbalance of the blades that imparted a vibratory loading onto the tail rotor gearbox that ultimately resulted in its failure during the accident flight. Review of partial maintenance records provided by the operator revealed that the tail rotor blades installed on the accident helicopter were not the blades that were noted in the maintenance logbooks, and the service history of the installed blades could not be determined.
Robinson tail rotor tip cap separations
R44 tail rotor tip cap separation
A March 2022 occurrence involving an R44 tail rotor tip cap separation was reported through the Civil Aviation Safety Authority’s (CASA’s) defect reporting system (the location was not provided).
The tip cap separated from rotating tail rotor blade shortly after landing and the resulting vibration fractured the tail rotor gearbox input cartridge mounting flange, as shown in Figure 13. Internal corrosion at the tip bond area was attributed to a disbond (per the mechanism described in R22 SB-120 and the R44 equivalent, SB-112). The R44 part number C029-3 tail rotor blades were similar in construction to the R22 A029-2 blades, and these reportedly had 1,806 hours since new.
The submitted report advised that tap testing of the bonded area at the most recent inspection gave no indication of disbonding. During subsequent experiments the separated tip was loosely re-fitted to the blade and another tap test carried out. The reporter stated that there was no discernible difference between the sound response of the blade with the refitted, but not bonded, tip and that of a new blade. Additionally, while there was evidence of leading-edge erosion on the blade, the reporter indicated there was no corrosion discernible under external visual examination.
The ATSB did not examine the subject blade or tip cap. The supplied images indicated minor rough or bubbled paint on the exterior surface, mid-span, adjacent to the bond line, which may have been indicative of underlying corrosion.
Figure 13: R44 tip cap separation and resultant gearbox mount fracture
Source: Civil Aviation Safety Authority, modified by the ATSB
Other tail rotor tip cap separation occurrences
A 2024 United States Federal Aviation Administration airworthiness directive (AD 2024–04–02) was prompted by 3 reports[8] of tail rotor blade tip caps coming loose due to corrosion at the bond in R44 helicopters (which have similar tip caps). A search of the Civil Aviation Safety Authority and Federal Aviation Administration defect reporting systems did not identify any other reports of tip caps separating on Robinson R22 or R44 helicopters.
Safety analysis
Failure sequence
The normal proximity of the tail rotor blades to the point of impact with the horizontal stabiliser meant that contact was only possible if the empennage assembly separated. The remaining damage to the tail rotor drive system was the result of the tail rotor strike on the stabiliser. Separation of the empennage assembly in this manner was due to fracture of the tailcone casting.
Detailed fractographic analysis of the tailcone casting found that the fracture was the result of a high applied stress intensity, and identified no significant defects that would have resulted in fracture during normal operation. As such, the casting was most likely subjected to abnormal loading conditions around the time of the occurrence.
Aside from the tail rotor tip cap detachment, there was no evidence of an operational event or issue with the helicopter tail or tail rotor drive system that might have resulted in abnormal loading of the tail assembly. Consistent with Robinson service bulletin advice, in-flight detachment of the tip cap would have caused severe vibration. This would have been in the form of immediate, and relatively high frequency and high amplitude loading leading to rapid fracture of the low-ductility casting. That is, the tip cap detachment and resulting imbalance led to the empennage separation.
The failures occurred with the helicopter in a low hover. Nevertheless, the instructor’s quick and appropriate actions were effective in preventing a more serious outcome.
Tail rotor tip cap adhesive failure
The condition of the residual adhesive at the tail rotor tip cap was consistent with adhesive failure over approximately 85% of the original bonded area. With normal forces acting on it at the time of the occurrence, reduced bond effectiveness is the only reasonable explanation for the tip cap to separate in this case.
Given the nature of the failure and the presence of the fluid patches (likely water) in the bond of blade 5803 it is likely that this adhesive failure was associated with the presence of moisture. While both blades exhibited adhesive failure, there was a marked difference in the residual cohesive failure area, indicating a more rapid degradation in blade 5803. The tail rotor blades were installed as a set and, to the extent that could be determined, had experienced the same operational life and environmental conditions. This was consistent with the blades exhibiting a similar degree of erosion and pitting of the leading edge.
The leading-edge skin crack was almost certainly related to the significant erosion and pitting, and the condition of the crack showed that it existed prior to the tip cap separation. As such, it would have provided a moisture pathway to the adhesive bond, in addition to attack around the circumference of the bond line. This probably contributed to the differing extent of disbonding between the cracked blade and the opposing blade. However, it is noted that the reported tip cap separation involving an R44 had no evidence of blade skin cracking, showing that cracking was not necessarily a prerequisite for adhesive failure of the tip cap bond.
The resistance of adhesive bonds to moisture attack relies primarily on appropriate preparation of the substrate. While there were no identified manufacturing anomalies, it was possible that there were small differences in the bonding preparation between the two blades. However, given the very low incidence of this type of occurrence, it is unlikely that the manufacturing process was problematic or that the life limit was inappropriate.
Maintenance inspections
Defence against detachment of the tail rotor tip cap involved visual inspections of external blade condition and tap testing of the bond area. The extent of adhesive failure at the detached blade tip indicated that a significant disbond likely existed at the time of the most recent maintenance inspection, 21 flight hours prior to the occurrence. However, there were no recorded defects or indications of disbond from tap testing that, per the R22 service letter SL-93, was for the purpose of verifying bond integrity.
Tap testing is perhaps the simplest and most inexpensive method for non-destructive inspection of adhesive bond integrity. However, the test has limitations. Tap testing relies on operator judgement in identifying differences in acoustic responses while consistently tapping along a bond area. To produce a change in pitch, there needs to be an underlying structural difference associated with the bond. Unbonded substrates maintaining good contact with the adhesive, or as in this case, bonds with extensive adhesive failure may not produce a clear acoustic difference.
The reason disbond indications were not detected by tap testing in this occurrence was not explored in detail, however the limited examples in this report highlight some of the variability and limitations of tap testing to accurately assess adhesive bond integrity:
The maintainer of the occurrence blade indicated they had extensive experience in tap testing and had previously identified disbonds in other manufacturer’s rotor blades. This indicates a degree of success with the test method, but not necessarily with the subject blades.
Tap testing of the opposite blade by Robinson, under ideal conditions during their blade inspection, identified some likely disbonds ‘mid-span’ (although Robinson did not attempt to determine the extent of the disbonds that were later found to be present around most of the tip circumference).
The reporter of an R44 tip cap detachment occurrence stated that their tap testing during the most recent maintenance inspection did not produce indications of disbonding. They could not subsequently identify an acoustic difference between the blade with the detached tip (after refitment) and a new blade.
Visual examination of the external blade condition for damage and corrosion cannot provide a direct indication of adhesive bond integrity, but may provide an indication of potential underlying conditions that could lead to in-service failure. For example, the occurrence blades, the blade from the NTSB tail rotor failure investigation, and potentially the R44 occurrence mentioned above had indications of corrosion adjacent to the tip cap bond line. The visible bond line corrosion could extend to the adjacent bond or be indicative of exposure to conditions that increase the risk of adhesive failure.
At the time of the occurrence, detection of blade corrosion did not require blade replacement, unless it exceeded the depth limits in the R22 maintenance manual, or per SL93, for ‘any hole that completely penetrates blade skin’. Had the corrosion been identified and removed in accordance with this procedure, the tip cap separation would likely still have occurred. In contrast, identification of the leading-edge crack would have necessitated blade replacement. However, the blade skin had deformed and the crack opened up during the tip separation. As such, it wasn’t possible to establish how the crack would have initially presented and whether it would have been readily identifiable under unaided visual inspection.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the in-flight tail rotor blade failure and tail assembly separation involving Robinson R22, VH-THM, at Gold Coast Airport, Queensland on 26 February 2022.
Contributing factors
In-flight detachment of a tail rotor blade tip cap led to abnormal dynamic loading within the tail rotor assembly, fracture of the aft tailcone bulkhead and separation of the empennage.
The tail rotor blade tip cap bond had a significant proportion of moisture-induced adhesive failure that reduced the bond strength resulting in the in-flight detachment from the tail rotor blade.
The scheduled maintenance inspection, including tap testing of the tail rotor blades, 21 flight hours prior to the occurrence, did not identify adhesive disbonding that was very likely present at the tip cap bond line of both blades.
Safety issues and actions
Safety action not associated with an identified safety issue
Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. All of the directly involved parties are invited to provide submissions to this draft report. As part of that process, each organisation is asked to communicate what safety actions, if any, they have carried out to reduce the risk associated with this type of occurrences in the future. The ATSB has so far been advised of the following proactive safety action in response to this occurrence.
Safety action by Robinson Helicopter Company
On 3 June 2022, RHC published revision ‘A’ of R22 Service Letter SL‑93, R44 Service Letter SL‑82,and R66 Service Letter SL‑40, on the subject of tail rotor blade condition and care. The original service letter was published on 30 June 2021. The background to the service letter stated:
RHC has recently seen tail rotor blades that were allowed to corrode to an unserviceable condition including severe leading edge pitting and degradation of the bond at the tip cap. Regular preventive maintenance is imperative for continued safe operation and additional care may be required in corrosive environments such as coastal or shipboard operations. Recommended practices to prevent and mitigate the effects of corrosion are provided below. Revision A adds inspection criteria.
Revision A corrosion inspection criteria included using 10x magnification to inspect adjacent to the tip cap bond line for the presence of adhesive and absence of corrosion. Blades were required to be replaced if there was any corrosion at the bond line or if there were any gaps in the bond line adhesive.
On 22 December 2022 RHC published revision A of R22 Service Bulletin SB–120, R44 Service bulletin SB–112, and R66 Service Bulletin SB–41. The background to the service bulletin stated:
RHC has received reports of tail rotor blade tips coming loose due to corrosion at the bond. Helicopters operating near saltwater are particularly susceptible to corrosion, especially if stored outdoors. A debonded tip can cause severe vibration and possible failure of the tail rotor gearbox housing.
The service bulletin listed the affected blade part and serial numbers that have been deemed susceptible to corrosion and provided a recurrent visual inspection to be inserted into the pilot’s operating handbook and carried out before the first flight of the day. Any indications of corrosion or exposure at or adjected to the tip cap bond line required compliance with SL-93 before further flight. The susceptible blades were required to be replaced no later than 31 December 2024, noting that:
Helicopters operated and/or stored outdoors in corrosive environments such as salt water coastlines should replace affected blades as soon as practical.
The bulletin indicated that newer revision blades had tip caps manufactured from an alternate alloy to reduce the likelihood of corrosion.
Safety action by United States Federal Aviation Administration
The United States Federal Aviation Administration (FAA) issued airworthiness directive AD 2024‑04‑02, effective from 2 April 2024, relating to tail rotor blades on Robinson helicopters, due to 3 reports of tip caps coming loose due to corrosion at the bond in R44 helicopters (which have similar tail rotor blade tip caps). The summary statement stated:
The FAA is adopting a new airworthiness directive (AD) for certain Robinson Helicopter Company Model R22, R22 Alpha, R22 Beta, R22 Mariner, R44, R44 II, and R66 helicopters. This AD was prompted by reports of helicopters losing a tail rotor blade (TRB) tip cap. This AD requires visually checking and inspecting certain part-numbered and serial-numbered TRB tip caps for evidence of corrosion and, depending on the results, removing the corrosion. This AD also requires removing all affected TRBs from service and prohibits installing them on any helicopter. The FAA is issuing this AD to address the unsafe condition on these products.
Glossary
CASA
Civil Aviation Safety Authority
DSTG
Defence Science and Technology Group
FAA
Federal Aviation Administration
NTSB
National Transportation Safety Board
RHC
Robinson Helicopter Company
SEM
Scanning electron microscope
SN
Serial number
Sources and submissions
Sources of information
The sources of information during the investigation included:
the instructor for the occurrence flight
Professional Helicopter Services
Robinson Helicopter Company and
the maintenance organisation for VH-THM.
References
Petrie, Edward M. (2000). Handbook of Adhesives and Sealants. McGraw-Hill, New York.
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
the instructor for the occurrence flight
Professional Helicopter Services
Robinson Helicopter Company
the maintenance organisation for VH-THM
the Civil Aviation Safety Authority
Submissions were received from the Robinson Helicopter Company.
The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.
Appendix A – Metallurgical examination and testing of the fractured tailcone aft casting
Casting material
The as-cast A356 microstructure primarily consists of a hard, brittle, plate-like silicon eutectic[9] constituent in an aluminium matrix. In the unmodified[10], as-cast state, the silicon phase is brittle and has a coarse, plate-like morphology, leading to a low ductility material. Alloy modification and heat treatment is often employed to improve the ductility and toughness of the material.
Fractography
General fracture characteristics
The scanning electron microscope (SEM) examination of the tailcone aft casting fracture identified a general brittle fracture surface dominated by irregularly shaped silicon plates within an aluminium matrix (Figure 14). The brittle fracture features were consistent with a metallographic section perpendicular that showed the jagged fracture path preferentially followed the line of silicon plates in the alloy microstructure. A metallurgical examination identified that the microstructure of the aft bulkhead was consistent with unmodified A356 (Figure 15).
Figure 14: SEM micrograph showing the general casting fracture surface morphology
Source: ATSB
Figure 15: Microstructural cross section of unmodified A356, showing silicon eutectic (grey) in an aluminium matrix (white)
Source: ATSB
Fracture surface striations
Isolated areas of aluminium matrix with vague parallel features, or striations, were present across the fracture surface (Figure 16). Some of the features were determined to be mechanical damage due to local contact between the crack or fracture halves and/or related to fracture or decohesion[11] of the silicon eutectic particles.
For comparison, a section of the casting was subjected to a monotonic (single impact) fracture. At low magnification, the fracture surface appeared similar in appearance to that of the occurrence fracture. However, at high magnification there were areas of well-defined, micro-dimpled rupture in the matrix (Figure 17) that were not observed on the occurrence fracture. The dimples were determined to be characteristic of unstable crack growth or ‘fast fracture’ under tensile loading.
Further examination of the occurrence casting identified localised areas of very fine striations near the part surface or an area of shrinkage porosity, that were more representative of high cycle fatigue crack progression (Figure 18). There were no gross material or manufacturing defects observed on the fracture surface and the total combined defect area was relatively low in comparison to similar castings examined (from other Robinson helicopters). The larger of these defects were located immediately below the part surface and were in the order of 1 mm across the principal axis on the fracture surface (Figure 19). The fracture surface immediately surrounding some of these defects was noticeably flatter and also exhibited similar striation-like features in area of aluminium matrix. The reason for the striations or cracking was not determined, however, the areas affected were too small to have had any meaningful influence on the casting fracture.
Figure 18: Discrete area of striations identified on the fracture surface
Source: ATSB
Figure 19: SEM micrograph of an example defect in the aft bulkhead fracture surface where subsurface shrinkage porosity was identified
Source: ATSB
Fatigue testing of the casting alloy
High-cycle and low-cycle fatigue tests were conducted on a representative sample[12] of A356 material by the Defence Science and Technology Group (DSTG) at the request of the ATSB to allow further fractographic characterisation and comparison with the occurrence casting. The specimens were tested to failure in a tension-tension test regime (Table 1, Table 2, Table 3, and Table 4).
Table 1: High cycle fatigue testing specimen geometry
Cracks initiated in both specimens at subsurface porosity at one corner of the specimen. Both specimens showed a defined, relatively flat, cleavage-type crack origin and initial crack progression region, with clear chevrons, river lines and striation features, clearest in the high-cycle fatigue specimen (Figure 20). This transitioned to an increased prevalence of the faceted, silicon particle-dominated, fracture surface and micro-dimpled rupture through the unstable crack growth and overstress regions. There was no similar significant area of cleavage fracture on the occurrence fracture surface.
A review of fatigue crack growth studies showed that that the mechanism of crack progression through unmodified A356 alloy was dependent on the particle morphology and orientation, as well as the applied stress intensity. At low stress intensities, the plate-like silicon particles debond from the matrix unless their principal axis was oriented perpendicular to the crack plane. The result was a flatter, cleavage-type fracture, such as that exhibited by the initiation region of the high cycle fatigue test specimen. At higher stress intensities, particle fracture was found to dominate and the fracture surface produced was more faceted, with the crack path following the orientation of the silicon particles. Based on this, while there were discrete areas representative of the former mechanism, the dominant appearance of the occurrence fracture was consistent with a higher applied stress intensity.
While there were some minor casting defects in this occurrence, there were no significant material, manufacturing or operational anomalies identified that would have abnormally predisposed the part to fracture, beyond other similar castings.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1]Described as a ‘bang’ but the instructor did not recall hearing it.
[2]Fretting refers to wear resulting from repeated, small, relative displacements in tight-fitting assemblies.
[3]See Adhesive bondfailuresfor a description of adhesive and cohesive failures.
[4]See Maintenance requirements for a description of tap testing.
[5]Robinson advised that once the tap test identified an adhesive void that exceeded limitations, the size and location of further voids were not noted. Robinson did not attempt to determine the full extent of the disbonded area using tap testing.
[6]A356 is a widely used aluminium-silicon-magnesium casting alloy. The alloy is normally used in the heat-treated condition and ‘T6’ is the temper designation for a high strength, solution heat-treated and artificially aged part.
[7]Small additions of alloying elements can be added to modify the microstructure during the casting and solidification process. Silicon eutectic modifiers refine the coarse, plate-like phase to a smaller, spheroidal morphology. This result is a significant increase in the alloy ductility.
[8]It is not clear whether these are the same 3 occurrences discussed in this report.
[9]Eutectic refers to the mixture of components in a ratio that has the lowest melting/freezing point possible. In the aluminium-silicon alloy system, that point is 12.6% silicon.
[10]Small additions of graining refining alloying elements can be added to modify the microstructure during the casting and solidification process.
[11]Interfacial separation of the particle from the matrix.
[12]Machined from a Robinson R44 tailcone casting, manufactured from the same alloy.
Occurrence summary
Investigation number
AO-2022-010
Occurrence date
26/02/2022
Location
Gold Coast Airport
State
Queensland
Report release date
09/08/2024
Report status
Final
Investigation level
Defined
Investigation type
Occurrence Investigation
Investigation status
Completed
Mode of transport
Aviation
Aviation occurrence category
Powerplant/propulsion - Other
Occurrence class
Accident
Highest injury level
None
Aircraft details
Manufacturer
Robinson Helicopter Co
Model
R22 Beta
Registration
VH-THM
Serial number
4057
Aircraft operator
PROFESSIONAL HELICOPTER SERVICES PTY. LTD.
Sector
Helicopter
Operation type
Part 141 Recreational, private and commercial pilot flight training
On 11 January 2022, a Robinson Helicopter Company R22 Beta helicopter with registration VH‑VHE, was participating in a mustering operation south-west of Mitchell, Queensland. At approximately 1015, 25 minutes into the second mustering flight of the day, the pilot heard a ‘pop’ and a ‘crack’ and experienced a significant uncommanded yaw and abnormal vibration. The pilot completed a forced landing from an altitude of approximately 3 to 5 metres, shut down the engine and inspected the helicopter; identifying that the tail rotor drive shaft had fractured.
What the ATSB found
The ATSB found that the intake valve in the engine’s number-four cylinder sustained thermal damage, which led to reduced engine performance and required the pilot to conduct a forced landing. During the forced landing, for reasons that could not be determined, the tail rotor drive shaft fractured as a result of torsional overstress.
In addition, an unapproved modification was present on the leading edge of the tail rotor blades, although this probably had no influence on the occurrence.
Safety message
This occurrence illustrates the potential seriousness of unexpected yaw and reduced engine performance during flight. These characteristics in piston engine helicopters may be symptomatic of developing engine intake valve damage. If this condition remains unattended it can lead to an increased risk of induction backfire events and significant loss of engine power.
When a loss of engine power or abnormal operation is encountered, an appropriately‑licensed maintenance engineer should complete an engine cylinder inspection in accordance with the helicopter and engine manufacturer’s requirements before further flight.
There is an opportunity to improve the understanding of engine intake valve issues with better quality data. Maintenance organisations are therefore encouraged to follow the Civil Aviation Safety Authority (CASA) recommendation for borescope inspections of valves and report any defects or nil-defect findings.
The investigation
Decisions regarding whether to conduct an investigation, and the scope of an investigation, are based on many factors, including the level of safety benefit likely to be obtained from an investigation. For this occurrence, a limited-scope investigation was conducted in order to produce a short investigation report, and allow for greater industry awareness of findings that affect safety and potential learning opportunities.
The occurrence
On 11 January 2022, a Robinson Helicopter Company (RHC) R22 Beta helicopter, registered VH‑VHE and operated by Diamond T Helicopters, was participating in a mustering operation south‑west of Mitchell, Queensland. The pilot was the only person on board.
Prior to the first flight of the day, the pilot prepared the helicopter for operation and completed pre‑flight checks, with no anomalies observed. The pilot then performed a stabilised hover check[1] and conducted a 1.1 hour positioning flight to the mustering location, departing at 0530 Eastern Standard Time.[2] After shutting down, the pilot then refuelled the helicopter and completed the first mustering flight, which took 2.5 hours. The pilot shut down the helicopter and again refuelled. Both flights were reported to be free from incident or abnormalities.
At about 0950, the pilot commenced a second mustering flight. About 25 minutes into the flight, the pilot heard a ‘pop’ and a ‘crack’, then experienced a significant uncommanded yaw[3] and abnormal vibration. The pilot conducted a forced landing, with a degree of pedal control, from height of 10 to 15 ft above ground level. As the skids touched the ground, the pilot heard another ‘crack’ and felt the helicopter go ‘into a spin’.
The pilot remained in the helicopter while completing shut down, including waiting for the cylinder head temperature to reduce. Inspection following shut down revealed that the tail rotor drive shaft was fractured.
Subsequent technical inspection by the maintenance organisation revealed that the number-four cylinder could not hold the required pressure and the intake valve had significant thermal damage and guttering[4] (see the section titled Context - Examination by maintenance organisation).
Context
Examination by maintenance organisation
The helicopter was examined by a maintenance organisation who initially identified the following:
the tail rotor drive shaft had fractured approximately 5 mm forward of the rear flange weld (Figure 1 and Figure 2)
rotational scoring was present on the internal surface of the tailcone adjacent to the fracture location
the tail rotor blade surfaces were free from evidence of foreign object damage, and the skid tube (shown schematically in Figure 1) was free from contact indications
there was erosion on the leading-edge of the main rotor blades and the tail rotor blades
epoxy additions were present on the tip of the leading-edge of the tail rotor blades (Figure 3), which were reportedly applied to increase blade wear resistance.
The fracture location is approximately 5mm forward of the rear flange weld.
Source: Robinson Helicopter Company, annotated by the ATSB
Figure 2: Fractured tail rotor drive shaft
The fracture shows significant plastic deformation. The corrosion product was not present at time of the occurrence.
Source: ATSB
Figure 3: Tail rotor blade leading edge erosion and blade modification
Both tail rotor blades exhibited erosion and a leading-edge tip modification. There was no indication consistent with a strike to either tail rotor blade.
Source: Maintenance organisation, annotated by the ATSB
During the post-occurrence inspection of the engine, maintenance engineers identified that the number-four cylinder was unable to hold pressure when subjected to a hot-compression check. The maintenance organisation removed the cylinder and, on further inspection, identified thermal damage and guttering to the intake valve (Figure 4). The bottom of the valve exhibited an asymmetric burn pattern, which was evidence of severe and uneven heating. The guttering present on the valve face provided a gas leakage path between the cylinder and the intake manifold.
Figure 4: Damaged engine intake valve from number-four cylinder
The asymmetric burn pattern on bottom on valve is evidence of severe and uneven heating. The valve face guttering is a leakage path between the cylinder and the intake manifold. The valve was ground by the maintenance organisation, following removal, to ‘clean’ the face to enhance the appearance of the thermal damage. The appearance of the face immediately following the occurrence was not recorded.
Source: ATSB
The maintenance organisation inspected the drive train components, and observed that:
the intermediate flex plate was undamaged
the tail rotor gearbox chip detector was free from debris and the gearbox oil was clear
the clutch assembly operated without defect or roughness, and the lubricating fluid was free from contaminants or fragments.
ATSB technical examination
Additional examination of the damaged number-four cylinder intake valve, tail rotor gearbox, and the fractured tail rotor drive shaft was completed at the ATSB’s technical facilities.
The ATSB examination found:
confirmation of the thermal damage and guttering on the intake valve[5]
correct assembly of the tail rotor drive shaft to the gear box yoke connection
no anomalies with the gearbox bevel gears and bearings that could have restricted movement of the drive shaft were identified
the turning resistance of the tail rotor gear box was consistent with manufacturer's advice.
The direction of the torsional deformation of the driveshaft was indicative of either drag on the tail rotor assembly or over-torque from the driving side of the failure location.
Examination at high magnification, using both an optical and scanning electron microscope, of the mating fracture surfaces of the drive shaft revealed only gross ductile overstress features. A polished and etched cross section, and hardness measurements taken through the weld connecting the shaft to the flange, found the weld to be heat-relieved, which was consistent with the manufacture’s specifications. Energy dispersive spectroscopic analysis found the composition of the alloy to also be consistent with the manufacturer’s specifications.
There were no pre-existing defects identified from manufacture, or operational damage such as surface scoring, fatigue cracking, denting, or corrosion that might have otherwise weakened the shaft and predisposed it to fracture.
Operational and maintenance history
VH-VHE was manufactured by the Robinson Helicopter Company (RHC) in 2010 and first registered in Australia in the same year. The helicopter was powered by a Lycoming Engines (Lycoming) four-cylinder O-360-J2A engine. The helicopter had accumulated 2,135.5 hours total time in service.
The helicopter was overhauled in August 2021 and new Lycoming engine cylinder kits[6] were fitted at that time. The pilot stated that the engine seemed underpowered, when compared with engine power prior to the overhaul. The tail rotor drive shaft was also replaced with a new item at the overhaul.[7]
The next 100-hourly scheduled inspection (75.7 hours following overhaul),[8] included compression checks[9], service limitations for valves checks,[10] and valve guide condition checks.[11] The compression checks found inadequate compression in the number-two and number-three cylinders, and the cylinders were reconditioned. At this inspection, the number‑four cylinder recorded adequate compression (78/80 pounds per square inch). The pilot stated that the power was improved following this inspection and cylinder reconditioning; however, was still underpowered compared with prior to the overhaul. The maintenance organisation did not perform, nor was there a requirement for them to perform, borescope inspection of the valve faces.
The helicopter accrued 93.3 hours in service from overhaul to the occurrence flight. The pilot reported that they did not observe any adverse indications or unusual behaviour of the engine, such as rough running, yawing, or backfiring during the numerous flights leading up to the occurrence.
The maintenance organisation had a practise of applying epoxy to the leading edge, adjacent to the tips, of the tail rotor blades to extend the interval between re-painting. The epoxy was applied to the blades at the first instance re-painting was required. The maintenance organisation described the modification as
common practise in rural operations
low mass
inspected during scheduled maintenance
checked for balance, as part of blade balancing, following their addition and/or repainting.
The maintenance organisation did not observe a change in the condition of the epoxy after the occurrence, except that the paint had eroded.
Manufacturers’ advice in response to the occurrence
The ATSB sought comment from Lycoming regarding the condition of the damaged intake valve and the acceptable compression check result for the number-four cylinder, which occurred 17.6 hours prior to the occurrence. However, no advice was received at the time of writing.
With regards to the subject occurrence, RHC advised that the VH-VHE tail rotor drive shaft fracture was consistent with a tail rotor strike, described as anything that creates a sudden resistance or drag to the tail rotor blade(s). They went on to state that a strike does not always result in damage to the blades, nor always leave an identifiable residue. The location of the tail rotor drive shaft fracture, in the event of a strike, can vary, but the fracture location in this occurrence would not be unusual for a strike.
ATSB investigation AO-2021-008 (see the section titled Other occurrences - Tail rotor drive shaft fracture) had similarities to this occurrence. Consequently, the ATSB asked RHC whether there could be causal link between the engine response to intake valve failure, the instinctive pilot control inputs, the landing, and fracture of the tail rotor drive shaft. RHC stated that in the event of a sudden power loss followed by an instant increase in power, the input spike could distort the tail rotor drive shaft, possibly to the extent of twisting the shaft, provided that the contributing circumstances were extreme.
RHC also advised that the epoxy blade modifications were unapproved and would prevent inspection of the blade surface for cracking or corrosion. In addition, RHC stated that a helicopter could experience a more catastrophic consequence of the blade modification if an out-of-balance condition developed, possibly resulting in the loss of the entire empennage.
Other occurrences
Cylinder head inlet valve distress
In 2019, prompted by increasing industry reports of engine issues involving RHC R22 and R44 helicopters, the Australian Helicopter Industry Association (AHIA) released an independent industry-supported investigation into durability issues affecting Lycoming O-320, O-360, and O-540 engines, fitted to RHC R22 and R44 models.[12] The report identified that poor operational durability of intake valves was principally due to accelerated valve, valve guide, and/or valve seat wear. The investigation further stated that these durability issues lead to a loss of cylinder compression and the potential for partial power loss events. The valve damage could result in an induction backfire, engine power loss, and airframe yaw. No one factor was identified as the reason for the accelerated intake valve wear. The report recommended helicopter operators remain vigilant of the issues outlined within the AHIA report and ensure they continue to follow best-practice operation and maintenance protocols.
In October 2020, RHC issued a Safety Alert in response to reports of burned engine intake valves in their R44 model helicopters.[13], [14] The Safety Alert listed three precautions for pilots to follow:
Perform a complete run up and stabilized hover check prior to every flight. Do not initiate flight if there is any indication of engine roughness or sudden yaw.
If engine roughness or sudden yaw occurs in flight, land as soon as practical and be prepared to land immediately.
Following any engine roughness or sudden yaw, have a mechanic check valve condition before further flight. The mechanic should listen for sound of leakage at each intake valve while performing a compression check. Any intake vale with audible leakage requires repair prior to further flight. Check may be done with engine hot or cold.
Subsequently, Lycoming released a service instruction to collect early-life intake valve in-service data for the same RHC R44 models covered in the RHC Safety Alert to further understand the engine durability issues.[15] The ATSB asked Lycoming whether the collected data had revealed any safety relevant information data. At the time of writing, no response had been received, although it was also noted that R22 models were not included in this safety instruction.
In July 2021, Lycoming published a service instruction allowing for the incorporation of rotator-type intake valves into O-360-J2A model engines[16] (the engine model fitted to VH-VHE) to improve valve seating and minimise compression loss at the intake valve seat. Valve rotation is known to improve face and seat wear distribution and cleaning. This optional modification had not been installed on VH-VHE.
The most recent issue of Civil Aviation Safety Authority (CASA) Airworthiness Bulletin 85-025 RHC R22/R44 Engine Intake Valve and Valve Seat Distress, published in August 2021, detailed many of the factors that may contribute to intake valve damage.[17] CASA made numerous recommendations to operators regarding operating procedures and limitations, which included:
expanding the three recommendations made in the RHC Safety Alert to include all R22 and R44 models
guidance for operating temperature limitations
guidance for cool down and shut down procedures.
In addition, CASA strongly encouraged the implementation of regular borescope inspections and reporting of both defect and nil-defect findings to CASA. At the time of ATSB consultation, CASA had not received any borescope inspection results.
Tail rotor drive shaft fracture
A search of the Australian and United States aviation service difficulty reporting databases[18] identified two similar reported instances of a RHC R22 tail rotor drive shaft fracture events, both were Australian‑registered helicopters:
A defect report, which noted that the failure of the tail rotor drive shaft occurred during take-off and that the helicopter may have experienced an overspeed event or have operated within a resonant speed range.[19]
The ATSB investigated occurrence AO-2021-008, involving an R22 with registration VH-HCX. This investigation detailed notable similarities with this occurrence. In both occurrences the investigation found a thermally damaged intake valve, a fractured tail rotor drive shaft, no strike indications on the tail rotor blades or stinger, and both pilots stated they did not strike any object. A distinct difference between the two occurrences, however, was that the pilot of VH‑HCX had experienced reduced engine performance and associated momentary uncommanded yawing in the flight just prior to the occurrence, whereas the pilot of VH-VHE experienced no abnormal indications prior to the occurrence. The VH-HCX investigation also found that ‘the [intake] valve from the number-four cylinder of the engine sustained thermal damage, which led to reduced engine performance during the occurrence flight and the requirement for the pilot to perform a forced landing’. The ATSB concluded that the fracture of the tail rotor drive shaft occurred during the running landing; however, the investigation was unable to conclusively determine the reasons for the driveshaft fracture.
Safety analysis
Engine power loss
Approximately 25 minutes into a mustering flight VH-VHE experienced an engine power reduction, induction backfire(s), and yawing event resulting in a forced landing. The unusual engine behaviour was likely due to thermal damage to the intake valve from the number-four engine cylinder, which reduced the effectiveness of the seal between the valve face and the seat.
Neither the pilot nor the maintenance organisation observed any indications of the progressing damage to the intake valve. This included a successful compression test 17.6 flight hours prior to the occurrence. While not required, a borescope inspection may increase the likelihood of detecting valve damage that can lead to degraded engine performance. In this instance, the degradation in engine performance fortunately occurred where conditions were favourable for the forced landing.
Tail rotor drive shaft
The ATSB examination identified that the tail rotor drive shaft fractured in overstress from torsional loading. The reported pedal control, up until the skids touched the ground, suggested that the drive shaft fracture was concurrent with the helicopter touching the ground.
Noting the absence of identified mechanical or material issues with the tail rotor drive train, the ATSB considered two hypotheses to explain the fractured tail rotor drive shaft. These were:
the tail rotor blades encountered a foreign object
the altered engine performance, coupled with the pilot control inputs, and the ground contact led to fracturing of the tail rotor drive shaft.
However, there was insufficient evidence to support either of these hypotheses, with the reasons for the driveshaft fracture remaining unknown.
Blade modifications
The tail rotor blade modifications found on VH-VHE were unapproved and had the potential for significant consequences. Using approved and documented engineering processes to make changes to an aircraft system is important, as it ensures the design complies with applicable airworthiness standards or an equivalent level of safety.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the engine failure and forced landing of a RHC R22 Beta helicopter that occurred 130 km south-west of Mitchell, Queensland, on 11 January 2022.
Contributing factors
Damage to the number-four engine cylinder intake valve allowed the fuel and air mixture, and exhaust gases into the air induction system. This resulted in the degraded engine performance and the forced landing of the helicopter.
Other factors that increased risk
For reasons that could not be determined, the tail rotor driveshaft failed through torsional overstress, likely during the forced landing.
An epoxy addition present on the leading edge of the tail rotor blades was an unapproved modification.
Sources and submissions
Sources of information
The sources of information during the investigation included:
the pilot of VH-VHE
helicopter maintenance organisations
Robinson Helicopter Company
Helicopter Rebuilds Pty Ltd
Lycoming Engines
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
the pilot of VH-VHE
Helismart Pty Ltd
Approved Aircraft Maintenance Pty Ltd
Lycoming Engines
Robinson Helicopter Company
Civil Aviation Safety Authority
United States National Transportation Safety Board
A submission was received from:
Robinson Helicopter Company
The submission was reviewed, however it did not result in any change to the report text.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1]Recommended by Civil Aviation Safety Authority (CASA) issued Airworthiness Bulletin 85‑025 RHC R22/R44 Engine Intake Valve and Valve Seat Distress
[2]Eastern Standard Time (EST): Coordinated Universal Time (UTC) + 10 hours
[3]The pilot was unable to recall the direction of the yaw with certainty.
[4]Guttering is damage caused by combustion extending across the valve sealing faces, progressively damaging the surfaces and further degrading the sealing efficacy in that area. Once valve sealing degrades, combustion gases may increasingly bypass the valve - leading to rapid failure.
[5]The ATSB was unable to assess the condition and appearance of the valve face immediately following the occurrence as the face had been ground.
[6]The installed cylinder kits were revision AJ and did not incorporate rotating intake valves. The most recent kits for this engine incorporate rotating intake valves.
[7]The tail rotor drive shaft was life-limited to 2,200 hours service, or 12 years of service, which ever came first.
[8]This inspection was performed early due to scheduling constraints around the Christmas and New Year period.
[12]DURABILITY ISSUES - LYCOMING O-320, O-360 AND O-540 ENGINES FITTED TO ROBINSON HELICOPTER CO R22 AND R44 MODELS An independent industry-supported investigation, NR Blyth, Australian Helicopter Industry Association, 21 October 2019.
[14]Robinson R44 helicopters are fitted with Lycoming six-cylinder engines
[15]Lycoming Service Instruction No. 1577, Intake Valve In-Service Data, O-540-F1B5 engines with serial number ending with “-40E” installed in Robinson R44 Raven I and R44 Cadet helicopters, 10 November 2020.
On 3 March 2022, the pilot of a Cessna U206G, registered VH-JVR and operated by MAGSPEC Aviation Pty Ltd, was conducting a low-level geophysical survey, about 120 km west of Norseman, Western Australia. Recorded data showed the first survey line commenced at 1252 local time, and the aircraft’s last recorded position occurred at 1343, in the survey area.
At about 1430, the ground operator observed that the satellite tracking system was no longer reporting the aircraft’s position, and they were subsequently unable to contact the pilot. When the aircraft failed to return to Kalgoorlie by its estimated arrival time of 1630, a search was initiated. At about 1852, the wreckage was located 3.2 km west of the aircraft’s last recorded position. The injured pilot had extricated themselves from the wreckage but shortly after succumbed to their injuries. The aircraft was destroyed.
What the ATSB found
The ATSB found it was likely that, during a manoeuvre to intercept the next survey line, for undetermined reasons, control of the aircraft was lost at a height from which recovery was not possible. While an aerodynamic stall situation was a plausible explanation for the loss of control, this remained only a possibility due to the lack of recorded data beyond the last known position of the aircraft and no witness observations.
Although the aircraft’s satellite tracking system had stopped at 1343, an emergency response was not initiated until 1700. This was in accordance with the operator’s emergency response plan, in which a search and rescue response was to commence 30 minutes after the estimated time for arrival. However, an earlier response was very unlikely to have altered the outcome due to the extent of the pilot’s injuries. Minimising the time for a search and rescue is essential to increasing the chances of a successful outcome in the event of an accident.
In accordance with the operator’s training, its pilots routinely used high angle of bank (45–60°) turns at low level to manoeuvre between survey lines. Steep turns at low level increases the risk of an aerodynamic stall from which a recovery may not be possible. ATSB analysis of the available satellite tracking data identified that, although the pilot was conducting steep turns, they had flown the previous 24 turns without incident.
The pilot was not wearing any protective clothing or a helmet nor were they required to do so by the operator. Wearing of such items has been recommended by industry bodies, as they may offer some protection in the event of an accident, particularly from fire but also as environmental protection following an accident.
The ATSB identified that the operator’s risk management processes did not include a pre‑operational risk assessment that considered the generic risks and hazards common across their low‑level survey operations. Further, a risk register was not maintained, which limited the operator’s ability to track, monitor, and mitigate all known hazards, and assess the effectiveness of the existing risk controls.
Also, the operator trained its pilots to routinely fly survey patterns utilising steep turns at low level. However, the procedures or limitations specific to these manoeuvres were not included in the operations manual. It was also noted that, the operator’s aircraft were fitted with a satellite tracking system, but there was no requirement nor supporting procedures to confirm the set‑up and functionality of the system prior to flight.
Although not contributory, the ATSB identified that the regulatory oversight of the operator had not specifically examined the primary activity of low‑level geophysical survey flights or the processes and procedures designed to mitigate any associated risks.
What has been done as a result
MAGSPEC Aviation has consolidated its manuals, with its health, safety and environmental management system manual incorporated into its operations manual. In addition, it has implemented a range of measures regarding its low‑level survey operations including:
an updated job safety analysis, which provides for the consideration of likelihood, consequence and details of any risk mitigations
procedures for the use of satellite tracking including a requirement for a pre-flight check
conduct of procedure turns including how the turns should be flown, with minimum speeds indicated and what to do if those speeds could not be achieved
the requirement for fixed emergency locater transmitters on all aircraft, and limitations for flight if the unit is unserviceable or not present
updating its low-level training syllabus to include specific parameters (which mimic its previous practical training), so that competency can be formally assessed against those parameters.
MAGSPEC Aviation has also advised it no longer operates at survey heights below 30 m above ground level and it provides its pilots with an individually registered portable locator beacon, which they are required to wear on their person. It is also progressing operational amendments to enable Flight Safety Foundation’s Basic Aviation Risk Standard accreditation. Just prior to final publication of this report, the operator advised that it had been awarded the Basic Aviation Risk Standard accreditation.
Safety message
Geophysical survey operations are generally conducted at low level, necessitated by the requirement for high quality, accurate data acquisition. This creates a high‑risk operating environment that requires effective risk management.
Risk management should include a pre‑operational risk assessment to consider hazards and risks common to an operation. This can then be used to inform the management of risk for specific taskings and assist in developing appropriate mitigations. Tools such as a risk register can assist an organisation to effectively monitor its risk profile and continually improve its risk mitigation strategies.
Policy and procedures form part of effective risk mitigation strategies and will establish safety and the operating standards to be met and maintained. Documented policies and procedures can ensure the correct set‑up and functionality of operating equipment and systems. It can also minimise opportunities for deviation from an operator’s expectations and the erosion of safety margins.
This accident further highlighted that regulatory oversight activities should ensure that an operator’s primary activity is examined in sufficient detail. Not doing so potentially limits the opportunity to assess an operator’s ability to manage the risks associated with its proposed operations.
The occurrence
On 3 March 2022, a Cessna Aircraft Company U206G aircraft, registered VH-JVR, was being operated by MAGSPEC Aviation Pty Ltd for low-level, geophysical survey flights of an area about 120 km west of Norseman, Western Australia (Figure 1).
The aircraft was based at Kalgoorlie for this survey task along with 2 pilots and a ground operator. One pilot would operate the aircraft in the morning and the other in the afternoon. The ground operator was responsible for the technical and logistical aspects of the survey.
At about 1125 local time, at the completion of the morning survey flight, the aircraft was returned to Kalgoorlie. The second pilot commenced their pre‑flight preparations at about 1130 and discussed the morning survey flight with the returning pilot. That pilot advised of a minor concern about a fuel imbalance that developed during the approximate 4‑hour flight, however, they did not report any impact on aircraft handling or engine operation.
The ground operator prepared the survey equipment and assisted the pilot to fully fuel the tanks.
Figure 1: VH-JVR's operating area in proximity to Kalgoorlie and Norseman
Source: Operator’s satellite tracking data, overlaid on Google Earth, annotated by the ATSB
At about 1200, the aircraft departed for the survey area with the pilot as the sole occupant. Recorded GPS data showed that the first survey line was commenced at about 1252, picking up where the morning survey flight had been completed. The last position uploaded to the tracking system was at 1343, which showed the aircraft was on a westerly heading at a ground speed of 116 kt and a GPS height of 1,398 ft above mean sea level in the target survey area.
At about 1430, the ground operator checked the satellite tracking system for VH‑JVR and noted that the aircraft’s position was no longer being reported on the system.The satellite tracking system had the ability to automatically alert the operator 15 minutes after tracking data was no longer being uploaded to the system’s servers. The operator reported they did not receive an automatic alert.
The ground operator then attempted unsuccessfully to call and text the pilot’s mobile phone. Although the aircraft carried a satellite phone as part of its survival kit, it was not routinely switched on during operations. The ground operator then advised the operations manager, who directed them to continue the attempts at making contact and prepare the ground vehicle for a potential response. Further attempts at contact were unsuccessful and the operations manager directed that no further action could be taken other than to monitor the situation and wait until the aircraft’s estimated time of arrival at Kalgoorlie.
The aircraft did not return to Kalgoorlie by the estimated time of arrival of 1630. At 1700, in accordance with its emergency response plan, the operator contacted the Australian Maritime Safety Authority’s Joint Rescue Coordination Centre (JRCC). Another company aircraft and pilot that was at Norseman was dispatched by the operator to VH-JVR’s last known position, however, the pilot was not able to locate the aircraft.
The JRCC initiated a search and rescue operation at 1739. The aircraft wreckage was located at 1852, approximately 3.2 km west of its last recorded position (Figure 2). The search aircraft’s crew were unable to establish communications with the pilot of VH‑JVR. The JRCC also deployed a rescue helicopter to the site, and at 0042, they found the pilot, fatally injured a short distance from the wreckage.
Figure 2: VH-JVR's accident site location and last recorded position
Source: Operator’s satellite tracking data, overlaid on Google Earth, annotated by the ATSB
Context
Pilot information
Qualifications and experience
The pilot held a commercial pilot licence (aeroplane) issued in 2014 and a valid class 1 aviation medical certificate. They held a multi‑engine aeroplane instrument rating and a grade 3 instructor rating, although neither were current, nor were they required to be.
At the time of the accident, the pilot had about 1,822 hours total aeronautical experience, of which about 570 hours were with the operator, primarily in Cessna 210 aircraft. The pilot had accrued over 350 hours on Cessna 206 aircraft prior to joining the operator and had about 12 hours on VH‑JVR.
The pilot commenced and completed a low‑level (aeroplane) rating in June 2021, which comprised 6.7 hours of dual training in a Cessna 152 aircraft, including a flight test. In July 2021, the pilot then commenced low‑level survey training with the operator in a Cessna 210 aircraft. The pilot’s logbook detailed 5 initial training survey flights totalling 18.6 hours. These were followed by about 21 hours of solo low‑level survey, culminating in a check flight of 5.6 hours.
The chief pilot (CP) conducted the pilot’s low‑level survey training and their geophysical survey operations check flight. The CP reported that the pilot ‘was one of those pilots who picked it up very quickly’ and was ‘very switched on’. In total, the pilot had conducted about 500 hours of low‑level survey operations.
Although the pilot had previously flown high‑level surveys, MAGSPEC Aviation was the first operator that the pilot had flown low‑level surveys for. The operator also reported that the pilot had been recently offered and had accepted the role of deputy chief pilot/deputy head of operations.
Recent history
The pilot had been on leave since 23 February 2022. The pilot’s partner reported that, on 1 March 2022, the pilot woke at about 0700, went to bed at about 1930–2000 and did not fly that day. On 2 March 2022, the day prior to the accident, the pilot woke at 0400 and arrived at Perth Airport at 0500 to take a scheduled passenger flight to Geraldton, where VH‑JVR had been undergoing scheduled maintenance. The pilot then ferried the aircraft about 700 km to Kalgoorlie, arriving around midday. Later that day, the pilot accompanied the second company pilot assigned to the survey area on a 30–40 minute local flight to familiarise the second pilot with VH‑JVR, as they had not previously flown that aircraft.
The pilot’s partner received a text message from the pilot at 1922, advising that they were cooking dinner in their accommodation and had no plans to go out that night. There was no further evidence of the pilot’s activities prior to the accident flight, but the pilot usually woke around 0600–0630, exercised and studied in the mornings before conducting the afternoon survey flight.
The day of accident was the first day of that survey task. Neither the other pilot nor the ground operator expressed any concern for the pilot. Based on the available recent history, there was no evidence the pilot was likely experiencing a level of fatigue at the time of the accident.
Aircraft information
General
The Cessna Aircraft Company U206G Stationair was a high‑wing, fixed tricycle undercarriage aircraft powered by a single Continental IO‑520‑F piston engine, with a 3‑bladed constant speed propeller. VH‑JVR was manufactured in 1978 in the United States and was first registered in Australia in 1998. The aircraft was acquired by the operator in 2021.
Factory fitted standard equipment included:
a vane‑type aerodynamic stall[1] warning system in the leading edge of the left wing designed to activate the audible warning horn 5–10 kt above the stall speed in all configurations
2 vented fuel wing tanks, which were an integral part of the metal wing structure[2] and supplied fuel via gravity feed to 2 reservoir tanks, and a fuel selector valve with selections for LEFT, RIGHT and OFF
3-point safety harness restraints.
Modifications
In October 2021, VH‑JVR had been modified and equipped to conduct geophysical survey operations in accordance with engineering orders approved by a Civil Aviation Safety Authority (CASA) authorised aeronautical engineer and supplemental type certificates.[3] These modifications included:
A magnetometer boom installed at the rear of the aircraft and associated survey equipment, with its own power supply, mounted in the rear cabin.
A fuel selector valve, which enabled the selection of LEFT/BOTH/RIGHT with a pull‑out fuel shut off valve installed to cut off fuel flow.
A survey data acquisition and navigation system, which included flight path guidance via a digital display mounted on top of the instrument panel, allowing the pilot to monitor aircraft position in relation to the pre-programmed survey lines.[4]
A 4-point inertia safety restraint harness.
Maintenance
The aircraft was being maintained by an approved maintenance organisation in accordance with the CASA maintenance schedule 5 and regulatory requirements. The last periodic inspection was completed on 2 March 2022 at 7,982.4 hours total time‑in‑service. The current maintenance release was not recovered and likely destroyed in the post‑impact fire. A review of previous maintenance releases and maintenance records did not identify any major repairs or recurring airworthiness issues with the aircraft.
Emergency locator transmitter
Civil Aviation Safety Regulations (CASR) 1998 Part 91 General operating and flight rules Manual of Standards (MOS) required that VH‑JVR carry an emergency locator transmitter (ELT) or a survival ELT for its intended operation. At the time of the accident, VH‑JVR was not fitted with an ELT but carried a survival ELT (refer to section titled Emergency beacons).
Weight and balance
The CP provided a recreated weight and balance sheet of the accident flight to the ATSB. The morning pilot witnessed the aircraft depart with full fuel in the survey configuration. The weight and balance sheet identified that VH‑JVR weighed about 1,488 kg on departure, about 150 kg below the maximum take‑off weight of 1,636 kg. The centre of gravity on take‑off was near the centre of the allowable range. Therefore, it was very likely that VH‑JVR was within the weight and balance limits at the time of take‑off.
Meteorological information
The pilot who flew the morning survey flight reported that the weather at that time was fine with good visibility, except for some light turbulence.
The Bureau of Meteorology forecast for the area, valid from 1300, was for visibility to be greater than 10 km and no significant weather for the time of the accident. Winds were forecast to be southerly at about 15 kt. Satellite imagery indicated no cloud cover over the survey area. The nearest weather stations to the accident site were at Norseman (124 km east) and Hyden (158 km west‑south‑west). There was no significant weather reported at either location. Recorded winds at 1330 were south‑westerly at about 14 kt at Norseman and south‑easterly at 10 kt gusting to 17 kt at Hyden.
According to Geoscience Australia’s geodetic calculator, the sun azimuth was north‑west at about 56° elevation about the time of the accident. This was relatively high in the sky and sun glare affecting the pilot was considered not likely.
Recorded data
Spidertracks data
A Spidertracks Spider X tracking system was installed on the aircraft, which provided near real‑time tracking via satellite and/or cellular networks, recording position, altitude, track heading and groundspeed at 15‑second intervals, increasing during aircraft manoeuvring. The data was transmitted to Spidertracks servers once every minute. The Spidertracks system also had an automatic watch function whereby an alert would be sent via text and email to a nominated person(s) in the event that the data transmissions from the device were not received for a period of 15 minutes.
Spidertracks data was able to be recovered for analysis due to its cloud‑based operation. The physical unit, and other possible data sources of recorded data identified in the wreckage, including personal electronic devices, the engine data monitoring device and the geophysical survey data equipment, were all damaged in the post‑impact fire, preventing data recovery.
The last known position transmitted by Spidertracks was about 3.2 km east, and approximately 1 minute away (at the last recorded speed) from the accident site (Figure 3). Position data was recorded by Spidertracks once every 15 seconds, increasing to about once every 3 seconds during a turn. However, as the data was only transmitted once every minute, it was likely that the accident occurred before Spidertracks was able to transmit the last data packet to the cloud storage.
The recovered data showed that the pilot had conducted procedure turns (refer to section titled Survey pattern) at the end of each of the completed 24 survey lines, over a period of about 50 minutes. Although all turns were observed to be conducted in a similar manner, one particular turn commenced at a greater distance away from the survey area. During interview, the CP suggested that the pilot may have done so in order to have a drink or attend to a flight‑related task. The ATSB noted no evidence to suggest any concern with this particular turn. The aircraft was on the 25th survey line when the data stopped, and the accident site was in the vicinity of the expected 25th procedure turn (Figure 3).
The recorded data showed the survey lines were being conducted in an east‑west orientation, with left turns conducted to the west and right turns to the east. The average survey line speed was 114 kt at an average height of about 78 ft above ground level (AGL).
Figure 3: Recorded flight path (excluding transit from Kalgoorlie)
Source: Operator’s satellite tracking data, overlaid on Google Earth, annotated by the ATSB
Procedure turn analysis
The available Spidertracks data was analysed to assess the aircraft handling during the accident flight. The recorded ground speed data and forecast wind and direction were used to estimate the true airspeed during the survey flight. Based on the available atmospheric conditions, true airspeed was assumed equal to indicated airspeed and is used throughout the following analysis.[5]
Using the available recordings, the average bank angle, rate of turn and G load for each turn for the accident flight were calculated. These calculations assumed steady coordinated turns, at constant altitude and airspeed, with a constant wind speed and direction.
The ATSB’s analysis of the Spidertracks data from the aircraft identified that during the procedure turns:
The angle of bank ranged from 43° to 60° and was typically between 50° to 60°.
The rate of turn ranged from 10° to 18° per second and was typically between 14° to 18° per second.
The G load[6] ranged from 1.3 G to 2 G and was typically about 1.7 G to 1.8 G.
The indicated airspeed ranged from 89 kt to 109 kt and was typically between 94 kt to 104 kt.
The altitude during turns were between 150 ft to 300 ft AGL, with the average being 200 ft.
Comparison flights
Spidertracks data from 2 previous flights for the accident pilot, which were in VH‑JVR, as well as the morning survey flight conducted in VH‑JVR by another pilot were made available to the ATSB. These were analysed for comparison to the accident flight.
Morning flight
The morning flight conducted by the other pilot consisted of 50 survey lines and 49 procedure turns. These survey lines were typically flown at 85 ft AGL and 120 kts. This set of survey lines were immediately adjacent to the accident flight survey, with the procedure turns occurring in a similar area. Analysis of these procedural turns identified:
The angle of bank ranged from 24° to 56° and was typically between 40° and 50°.
The rate of turn ranged from 4° to 16° per second and was typically between 10° and 13° per second.
The G load ranged from 1.1 G to 1.8 G and was typically between 1.3 G and 1.5 G.
The airspeed ranged from 92 kt to 109 kt and was typically between 95 kt and 104 kt.
The altitude during the turns varied between 210 ft and 550 ft, with the average being 320 ft AGL.
These turns, while generally comparable with the accident pilot’s turns, and considered steep turns,[7] were typically flown at lower angle of banks, rates of turn and G load, and at higher heights above ground level. The ATSB noted that the morning pilot had recently completed their survey training with the accident pilot on the Cessna 210. This was their first low‑level survey flight in the Cessna 206.
Previous flights (accident pilot)
Spidertracks data from 2 prior survey flights in VH‑JVR for the accident pilot were available. These flights were conducted in a different location, over undulating terrain with dense vegetation, with a higher average survey height of about 140 ft AGL at about 113 kt. Each flight consisted of just over 50 procedure turns and survey lines. A summary of the analysis of these procedural turns is contained in Table 1 below (refer flights 2 and 3), with comparison to the accident flight, and the morning pilot (flight 1).
Table 1: Comparative turn analysis results
Accident flight
Flight 1
Flight 2
Flight 3
Averaged turn radius (m)
197
277
280
248
Averaged angle of bank (°)
54
45
47
46
Averaged turn rate (°/s)
15
11
11
12
Averaged G load (G)
1.7
1.4
1.5
1.5
The ATSB’s analysis of the Spidertracks data from the pilot’s previous survey flights identified that those turns were flown at slightly lower angles of bank, rates of turn and G load when compared with the accident flight. While the pilot was operating at a different location, which may have influenced the way they conducted their turns, the reason for the differences was not able to be determined from the evidence available.
Wreckage and impact information
Wreckage distribution
The aircraft was located in moderately dense scrubland with small to medium trees. The terrain was relatively flat, with some low ridges in the surrounding area.
The distribution of the wreckage indicated that the aircraft initially struck trees in an upright orientation, with an approximate 20° left angle of bank, and a nose‑down attitude at about a 30° angle of impact. The initial tree strike resulted in the left wingtip and aileron separating from the aircraft. The aircraft then impacted the ground on its left side and continued through the bush in a southerly direction, coming to rest about 45 m from the initial point of impact, where it was consumed by a post‑impact fire.
The wreckage trail consisted of a number of felled trees and aircraft components, including the nose gear assembly, left main gear and fairing, left door, section of the left wing flap, windscreen and sections of the lower engine cowling and lower engine components. There was no indication of fire in the wreckage trail or detached aircraft components (Figure 4).
Figure 4: Wreckage trail looking north towards the impact area
Source: ATSB
The propeller had separated from the engine and was located towards the rear of the wreckage and the engine was upside down and detached from its mounts. Although the left wing was significantly affected by fire, the wing spar was still distinguishable. The right wing was relatively intact as was the magnetometer boom, albeit damaged by fire (Figure 5).
Figure 5: Main wreckage
Source: ATSB
Wreckage examination
Although post‑impact fire damage precluded examination of a significant proportion of the aircraft, inspection of the site and wreckage found:
no evidence of any pre‑existing structural, mechanical or flight control defects that would have prevented normal operation
the wing flaps were in the fully up (retracted) position
a small, yet intense fire zone indicative of a significant amount of fuel, with ignition occurring from the left‑wing integral fuel tank rupturing during the accident sequence
the fuel selector was in the ‘BOTH’ orientation
damage to the propeller indicated that the engine was producing power at the time of the impact.
Extensive fire damage to all instruments and avionics resulted in no useful switch position information. The windscreen, located part way along the debris trail, did not exhibit signs of birdstrike, nor were feather or bird remains identified in the area. In addition, the morning pilot reported that, while they had observed bird activity on survey flights, none had been sighted that day.
The reason for the fuel imbalance noted by the morning pilot could not be determined from the wreckage examination.
Medical and pathological information
Post-mortem examination
A post-mortem examination of the pilot was undertaken by a qualified pathologist on behalf of the Western Australia Coroner. The pathologist determined that the pilot’s cause of death was a result of a combination of traumatic injuries (both soft tissue injuries and multiple fractures) and the effects of fire from significant thermal injury and smoke inhalation. There were multiple fractures to the nasal bones but none to the skull or pelvis.
The pathologist assessed that the traumatic injuries sustained were potentially survivable with immediate medical assistance, but those injuries were compounded by the thermal injury and smoke inhalation. The ATSB’s aviation medical specialist also advised that the impact injuries were likely not fatal, however, they would have been severely incapacitating. The extensive thermal injury and, in particular, the smoke inhalation was likely to have rendered the pilot unconscious within minutes. They also stated that immediate intervention would have been required but the sustained thermal injuries were likely not survivable.
The post-mortem report indicated that the pilot did not have any significant natural disease. Further, toxicological analysis did not detect the presence of alcohol or common drugs and carbon monoxide[8] levels were not significantly raised (at less than 5% saturation).
The pilot was reported by their partner to be fit and healthy with no known illnesses.
Survival aspects
Impact protection
Due to extensive fire damage to the fuselage, there was limited evidence available about the survivable space/intrusions, or seat and seatbelt condition. Therefore, the ATSB was not able to determine survivability with regard to the cabin area. The left (pilot) door indicated an intrusion/compression and the left main landing gear leg was detached, consistent with high impact forces and the injuries sustained to the pilot.
Post-impact fire
Metal fuel tanks are prone to rupturing during an accident impact, allowing fuel to escape and increasing the risk of a post‑impact fire. To improve crashworthiness, the addition of fuel bladders and fuel cells that have been constructed of flexible materials have proven less prone to rupturing during an impact. They are able to withstand greater deformation and puncture less readily and are less likely to expand or tear to form a larger opening from which fuel can escape. Such systems may provide occupants with more time to egress the aircraft and/or reduce the risk of any fire‑related injury.
ATSB investigation report AO-2021-052, extensively discussed post‑impact fire safety and referenced studies by the United States National Transportation Safety Board and Transport Safety Board of Canada. Those studies concluded that post‑impact fire had been shown to contribute significantly to injuries and fatalities in accidents that were otherwise potentially survivable. A potentially survivable accident is one in which the impact forces are within the limits of occupant tolerance, the aircraft structure preserves the required survival space, and the occupant restraint is adequate.
As a result of investigation AO‑2021‑052, the ATSB identified that the aircraft (an Air Tractor AT‑400) was not required to be fitted with a crash‑resistant fuel system under United States Federal Aviation Regulations. A safety issue was raised and the ATSB recommended that the United States Federal Aviation Administration take action to address certification requirements for crash‑resistant fuel systems for fixed‑wing aircraft, in an effort to reduce the risk of post‑impact fire. At the time of writing this report, the ATSB recommendation remained open and the Federal Aviation Administration had advised that the results of a study into post‑crash fire accidents was being reviewed to determine their next action (AO‑2021‑052‑SI‑01).
Protective clothing and helmets
For the accident flight, the pilot was reported to be wearing a t‑shirt, shorts and trainer type shoes and was not using a helmet. The operator did not require its pilots to wear protective clothing or helmets, nor were they required to do so by regulations. The CP explained that this decision took into account temperature, fatigue and pilot comfort balanced against mitigating the potential risks. In addition to comfort and fatigue factors, the bulk of a helmet may not be suitable to the smaller cockpit of the aircraft. However, the CP stated that no formal risk assessment had been completed to support this decision. The operator reported that it issued each pilot (including the accident pilot) with company polo shirts made of 100% cotton as a measure of fire protection and the use of other protective clothing and helmets was left to individual pilots’ discretion. The CP indicated that some of their pilots did wear such items. It could not be determined if the accident pilot was wearing the company polo shirt. The ATSB noted that the operator’s job safety analysis (refer to section titled Job safety analysis) included consideration of protective equipment and clothing as methods of reducing risk factors.
The ATSB’s aviation medical specialist advised that if protective clothing and an appropriate helmet was worn, in most general circumstances, this would have reduced the severity of injury in an accident. However, they were unable to comment on the effectiveness of these items for this accident and noted that protective clothing and a helmet would not have prevented any smoke inhalation injury.
The International Airborne Geophysics Safety Association (IAGSA – refer to section titled International Airborne Geophysics Safety Association) recommended that appropriate clothing should be worn by all flight crew involved in geophysical surveys to minimise the immediate risk of fire in the event of an accident and for protection from exposure in a survival situation. These include:
cotton undergarments covered by long trousers and long‑sleeved shirt or an appropriate flying suit
closed shoes
have gloves available at all times
layers of clothing appropriate for the conditions
cold weather clothing should include felt lined boots, down parka with attached hood and large mittens.
IAGSA also recommended that for fixed‑wing operations, each individual operator should determine the appropriateness of the use of an industry approved helmet. A case by case, risk assessed approach should be adopted, taking into account the relevant variables for each specific survey task.
The Flight Safety Foundation’s Basic Aviation Risk Standard[9] is a set of risk‑based aviation industry standards. The standard covers a wide variety of aviation applications of which airborne geophysical survey operations were included. The standard implementation guidelines for survey operations also recommended appropriate clothing for crew such as non‑synthetic long trousers and pants or flying suit. It also recommended that helmets should be worn when operating below 500 ft AGL unless a risk assessment stated otherwise.
Flight following
Satellite tracking
Operator requirements
The operator had implemented flight following through use of the Spidertracks satellite tracking system installed on each of its aircraft. The company operations manual stated:
In addition to the required safety equipment the Company equips all aircraft with a real-time satellite monitoring system with a refresh rate of at least every 5 minutes and automatic alerting (to company mobile phone and email) in the event of an emergency.
Should the satellite monitoring system alert be inadvertently activated by the pilot an “ops normal” call should be made to the company as soon as practicable.
The ground operator assigned to each survey job was the primary person responsible for flight following. They were to monitor the aircraft’s location via the tracking system and initiate an emergency response, if required.
The morning pilot could not recall any specific pre‑flight requirements for the Spidertracks device and another company pilot reported that there were not any checks required, the device turned on once the aircraft’s electrical system was on.
The operations manual did not include flight following as a specific duty for the ground operator or any other staff member. Further, the manual did not detail procedures for the conduct of flight following, nor were there procedures or guidance to confirm that the tracking system was correctly configured and operating as expected prior to flight.
Automatic watch function
The operator was surprised that a Spidertracks automatic alert was not received during the accident and advised that, on a number of occasions, their satellite tracking had experienced dropouts. On some of those occasions, contact was made with the pilot and a system reset restored normal function. On other occasions, when contact with the pilot was not possible, the aircraft returned by the nominated estimated time of arrival (ETA). The operator had not contacted Spidertracks about the dropouts or conducted any other troubleshooting.
Spidertracks advised the ATSB that the automatic watch function on the aircraft’s device had not been activated on the accident flight, nor was it active for earlier flights on 2 and 3 March 2022. They further advised that there was no indication of any service‑related issues, confirming that up to the loss of data, the aircraft’s device was operating as expected. Diagnostic logs for the device were not available due to this data only being transmitted via mobile phone networks. Spidertracks confirmed that the length of time with no transmissions received, or a data loss or delay was not typical and could be indicative of a power or device failure, transmission interference or installation issue. Spidertracks found no recorded issues with the satellite service or their cloud platform at the time of, or leading up to, the accident.
Emergency response plan
The operator had a phased emergency response plan, predicated on an elapsed time since the aircraft’s ETA. Each phase was commensurate with an escalating level of concern. Satellite tracking was referred to in the plan, within the section Phase 1 - Uncertainty. Phase 1 commenced 0–15 minutes after the aircraft’s ETA had expired. The plan directed a check of the satellite tracking and if there was an abnormal or no indication in the system, the next step was to attempt contact with the crew. If contact with the crew was not possible and overall operations were assessed as not normal, the plan directed that the operations manager, as primary contact, to be notified, then the chief executive officer and CP as alternates.
The plan did not elaborate any further on required actions for an abnormal or no indication in the system prior to advancing to the next step, which was Phase 2 - Alert. Phase 2 commenced 15–30 minutes after the ETA had expired and directed the primary or alternate contacts to establish the final status of the aircraft via the tracking system. It included a note that, if there was no contact with company operations then the ground operator was to contact the Australian Maritime Safety Authority’s Joint Rescue Coordination Centre or local search and rescue services direct. Commencement of Phase 3 - Distress was at 30 minutes after ETA had expired or whenever the aircraft was confirmed as missing.
The operator commenced phase 3 at 1700, 30 minutes after the ETA for VH‑JVR had expired and then contacted the Joint Rescue Coordination Centre.
Emergency beacons
Emergency locator transmitter
The company operations manual stated that all company aircraft were to be fitted with an approved ELT or a portable ELT if the fixed device was inoperative or otherwise not serviceable. The operator was not able to determine why VH‑JVR was not fitted with an ELT.
The ATSB research report (AR‑2012‑128) discussed the potential safety benefits of an approved, fitted ELT, which were designed to automatically activate following an impact normally associated with a collision. While the research noted some limitations with the effectiveness of ELTs, the fitment of a crash‑activated ELT greatly increases the early notification for search and rescue efforts and arrival of potentially life‑saving medical treatment especially when occupants or crew are incapacitated.
Personal locator beacon
The CP and morning pilot stated that a personal locator beacon (PLB) was carried in the aircraft as part of a survival kit, which was secured to the passenger seat. The PLB was routinely carried in the aircraft, and not as an alternative to an ELT but as an additional item. In accordance with regulations, the PLB was classed as a survival ELT, and an alternative to a fixed ELT. However, the PLB was not identified in the wreckage and was likely consumed by fire.
The ATSB research report (AR‑2012‑128) suggested that carrying a PLB will most likely only be beneficial to safety if it is carried on the person, rather than being fixed or stowed elsewhere in the aircraft. The CASR Part 91 MOS stated that a survival ELT must be carried either on the person of a crew member, in or adjacent to a life raft, or adjacent to an emergency exit.
Operational information
Airborne geophysical survey flights
Airborne geophysical survey flights are conducted by a variety of rotary and fixed‑wing aircraft which have been specifically modified and equipped with geophysical sensors. Survey flights were normally flown below 500 ft AGL over the desired area via a pre‑determined pattern and at heights designed to maximise the quality of the data captured. The data provides a detailed below ground composition of the surveyed area, primarily to inform mining and resource industry activities.
Requirement for CASA low‑level rating
Operations requiring flight below 500 ft AGL, such as geophysical surveys, required a pilot to hold a CASA Part 61 low‑level rating. A low‑level rating is specific to various types of flying operations (such as aerial survey, firefighting or agricultural), however, the training and testing is not specific to any one type of operation. To obtain a low‑level rating a pilot must demonstrate competency in certain operational techniques, which included, but were not limited to, steep, maximum rate and minimum radius turns, procedure turns, recovery from approach to stalls (level and turning). In addition to holding a low‑level rating, MAGSPEC Aviation required prospective pilots to have a minimum of 500 hours as pilot in command. MAGSPEC Aviation then provides training specific to its operational requirements.
International Airborne Geophysics Safety Association (IAGSA)
The IAGSA is an international industry association comprised of airborne geophysical survey organisations with an overall objective to promote and enhance safety in the airborne geophysics survey industry. IAGSA publishes a safety manual for its member organisations, which details its standards and recommended safety practices.
IAGSA is a non-regulatory body and holds no authority to compel its members to follow its standards and recommended practices, which are not a replacement for the regulatory requirements that each individual organisation may operate under. However, members have agreed under the terms of membership to follow those standards and practices where they are more stringent or not covered by regulations, except where they have filed a notification of difference. Members are also required to complete an annual self‑audit. At the time of the accident, MAGSPEC Aviation’s most recent self‑audit outlined a number of differences to IAGSA standards and practices. Although IAGSA had requested it, it had not received a formal notification of differences from the operator.
Survey height
The operator was issued a CASA instrument in 2017, which allowed it to conduct operations at a height lower than that permitted by Civil Aviation Regulation (CAR) 157.[10] The instrument was last renewed in 2021 and was valid until 2024.
The instrument did not specify the lowest height that could be flown. The CP stated that survey flights would often be flown at 30 m (100 ft) AGL, although a standard or minimum height was not documented in the operations manual. Rather, the survey height would be requested by the client.
The CP explained that the requested survey height was assessed during the planning stage, through a review of maps of the survey area and the conduct of a reconnaissance flight. A detailed guide on how to conduct a reconnaissance flight was included as an appendix to the operations manual. This process would confirm if the survey could be flown at the requested height. The operator stated that, on numerous occasions this process resulted in the survey being flown at heights higher than requested.
The client for the accident survey specified a height of 25 m (82 ft) AGL.
The IAGSA safety manual acknowledged that there were increased risks associated with low flying and that operating at such heights can ‘aggravate the consequences of mechanical malfunctions or human error’. When discussing minimum safe survey heights, and while recognising that lower heights may improve the quality of survey data, they noted many differences of opinion among its members.
Having a predetermined height had been debated among the members, however, they concluded that ‘no single universal “minimum safe survey height” can be designated given the wide variety of survey conditions and aircraft characteristics’. As such, IAGSA indicated that the safety issue was not necessarily the survey height, but more importantly, could the survey be safely flown at the requested survey height. Consequently, IAGSA recommended that:
Clients specify the maximum clearance height possible, consistent with the objectives of the survey to be flown and that operators, prior to commencing a survey, conduct a detailed risk analysis in accordance with an internationally recognized procedure considering, but not limited to, the following factors and Appendix IV of this manual:
From the recorded data, the accident survey flight was flown in a back‑to‑back pattern, which was a series of consecutive parallel lines followed by a procedure turn used to establish the aircraft onto the next line in the reciprocal direction (Figure 6). This was the routine pattern used by the operator in its geophysical surveys. The client had specified 25 m spacing on east‑west survey lines.
The CP explained that procedure turns consisted of an initial climbing turn to establish the aircraft at about 300 ft AGL and about 400–500 m lateral offset from the next line. After this, a level turn would be commenced (into wind) at a 45–60° angle of bank (referred to as a steep turn) to intercept the next line. Descent to the survey height commenced once the aircraft wings were established straight-and-level.
Figure 6: Back-to-back pattern and procedure turns
Source: Aerial Application Association of Australia, annotated by the ATSB
IAGSA highlighted the risks associated with turns at low level:
Turns at low level present a considerable hazard, particularly if the terrain presents visual illusions; the aircraft descends in the turn, airspeed is low, or the angle of bank is steep. An excessive angle of bank, often resulting from close line spacing or drifting in strong crosswind conditions, is insidious as the stall speed of the aircraft increases with the angle of bank (assuming a level turn) whilst at the same time the aircraft’s speed is reduced from increased drag.
During straight and level flight there may be a significant margin above the stall speed, however in a steep turn the stall speed may be reached quickly with little warning and a stall in the turn at low level will likely result in a fatal accident.
For manoeuvring at low level, IAGSA recommended:
All turns at low level should be limited to a maximum angle of bank of 30 degrees and be done at a constant altitude. No climbs or descents should be carried out during the turn. If the terrain dictates that a climb is necessary the aircraft should be climbed to the required height prior to commencing the turn and any descent back to survey height should only be done after established in a wings level attitude.
The CP explained that the back‑to‑back pattern with procedure turns was the most efficient method and enabled the capture of higher quality survey data. They reported that flying consecutive lines was less workload intensive for their pilots, especially regarding obstacle hazard avoidance. This allowed a pilot to deal with a particular hazard for a short period as they moved away from it.
Operations manual – Special operations
Volume 2 of the operations manual, valid at the time of the accident, discussed aircraft operations and included a section titled Part 2D Special Operations specific to survey operations. It included sub sections on low flying, survey tolerances and safety considerations during surveys. However, there was limited detail with regard to the process or procedures for the conduct of low‑level survey flights.
As previously discussed, a standard or minimum survey height was not included in the operations manual.
In Part 2D1.1 Low Flying, height was discussed in terms of a minimum height when overflying occupied structures, vehicles or livestock but it did not include reference to other obstacles such as terrain, vegetation canopy or masts/antennas.
Part 2D1.4 Survey Tolerances stated:
Track, height and groundspeed tolerances for the survey will be established by the client and should be adhered to as closely as possible. Significant deviations will require the line to be re-flown.
Client established survey tolerances, although important to data accuracy, remain secondary to safety and pilots should disregard them as necessary to ensure the safety of aircraft, personnel, equipment, and environment.
Part 2D1.5 Safety considerations during survey, required a minimum survey speed to be established for each aircraft type operated by MAGSPEC Aviation. This was to be the greater of the 130% of clean stall speed (wing flaps up and landing gear up if retractable), 110% of the best single‑engine climb speed or 110% of the take‑off safety speed.
Although procedure turns and a back‑to‑back survey pattern were taught to, and routinely flown by all company pilots, the special operations section did not refer to these manoeuvres. The CP stated that there was no other reference document that outlined how the operator expected its pilots to conduct the procedure turns, nor were there any documented limitations such as a maximum angle of bank or minimum height AGL prior to commencing the procedure turn.
Aerodynamic stall
A wing generates lift as a result of the pressure differential created by airflow over the wing’s surface. The angle between the incoming or relative air flow and wing chord is known as the angle of attack (AoA). As the AoA increases, lift increases up to a certain angle, known as the critical AoA. At this point, the airflow over the upper surface of the wing becomes separated. This condition is referred to as an aerodynamic stall (or simply a stall) and results in a significant loss of lift and an increase in drag. Due to the sudden reduction in lift from the wing and rearward movement of the centre of lift, typically an uncommanded aircraft nose‑down pitch results.
A loss of altitude also occurs during the recovery from a stall and it is possible to stall with insufficient height above the ground to recover. The pilot’s operating handbook (POH) for the U206G stated that the maximum altitude loss during a stall recovery may be as much as 240 ft in power off conditions and straight and level flight. The U206G has a stall warning vane[11] and warning horn to alert the pilot of an impending stall.
Most general aviation aircraft typically have a critical AoA of around 16°. This critical AoA can be exceeded at any airspeed, any (pitch) attitude and any power setting. However, as most small aircraft are not fitted with an AoA indicator, the AoA at which the stall occurs may be referenced to an airspeed.
When banking or turning an aircraft, it is necessary to increase the amount of lift generated to ensure that the aircraft does not descend. This increases the AoA resulting in lift and drag greater than normal straight and level flight. This increases the load factor on the aircraft above 1 G. As the angle of bank increases, the lift required to maintain a constant altitude also increases, requiring the pilot to apply back pressure on the control column. The effect is, as the angle of bank and load factor increases, the stall speed increases. At 45° angle of bank, the load factor is 1.41. This results in an almost 19% increase in the wings level stall speed. At 60° angle of bank, the load factor is 2, resulting in an increase in stall speed of 41%.
The U206G POH provided the stall speeds at maximum weight with power off, flaps up, various angles of bank (up to the POH limit of 60°) and centre of gravity (CoG) positions (Table 2Table 2).
Table 2: U206G stall speeds (extracted from the POH)
Angle of bank
0°
30°
45°
60°
Stall speed (forward CoG)
55 kt
59 kt
65 kt
78 kt
Stall speed (rear CoG)
41 kt
44 kt
49 kt
58 kt
Recovery from a stall requires reducing the AoA by moving the control column forward, which normally means lowering the aircraft nose (pitching down).
Organisational and management information
MAGSPEC Aviation
MAGSPEC Aviation Pty Ltd commenced operations in 2017 to provide airborne geophysical survey services across Australia. It operated a fleet of 2 Cessna 206 and 2 Cessna 210 aircraft. At the time of the accident, they operated under a CASR Part 138 (aerial work) air operator’s certificate. Part 138 came into effect on 2 December 2021. Since commencing low‑level survey operations, the operator had experienced the following occurrences:
In 2018, the engine of a Cessna 210 failed necessitating a forced landing. The pilot was uninjured, however, the aircraft was substantially damaged. It was identified that sufficient fuel had not been transferred from the aircraft’s tip tanks to the main fuel tanks. The operator undertook action to review training and to reinforce fuel management procedures.
In 2019, a Cessna 210 struck a powerline and the aircraft sustained minor damage. The aircraft was safely flown back to its departure point. The operator reported that the aircraft had been flown on north‑south lines due to the sun’s position before transitioning to east‑west lines after the sun was no longer a factor. Following this, the pilot had flown 50 m from the powerline before making contact on the reciprocal heading. Subsequently, the operator incorporated a national database of powerlines into its pre‑survey assessment process.
In 2020, the engine of a Cessna U206G lost partial power and the pilot conducted a forced landing, resulting in substantial damage to the aircraft. The pilot was uninjured. Fuel starvation was determined as the reason for the engine power loss. It was identified that the aircraft had been operated with only one fuel tank selected instead of both. The operator updated checklists to incorporate the requirement for fuel tank selection to BOTH and amended the survey data acquisition system to provide periodic fuel check messages as a reminder to pilots.
Following the 2018 occurrence, the ATSB completed an occurrence brief (AB-2018-058). This was a short summary report and not an investigation, to allow for greater industry awareness of potential safety issues and possible safety actions. The ATSB did not investigate the other occurrences. CASA conducted 2 surveillance events following the 2018 occurrence. In response to the draft report, on 28 January 2025, the operator reported that they had requested assistance from CASA after the other occurrences but reported no assistance was provided. The ATSB reviewed CASA records, which indicated no action had been taken following the 2019 or 2020 occurrences (refer to section titled Regulatory oversight activity.
Safety management system
Managing safety
According to the International Civil Aviation Organization (ICAO, 2018), a safety management system is a systematic approach to managing safety that seeks to proactively mitigate risks before they result in an accident or incident. This includes defining the necessary organisational structures, accountabilities, responsibilities, policies and procedures.
At the time of the accident, there was no CASA regulatory requirement for the operator to have a safety management system. However, the operator had implemented a Health, Safety and Environmental Management System (HSEMS), for the purpose of describing:
…the process by which MAGSPEC aviation manages risks has been developed to meet the Civil Aviation Safety Authority SMS requirements in addition to providing more generalized guidance on the management of risk within the organisation.
Specifically, one of the operator’s policy commitments was to:
…minimize the risks associated with operational activity to a point that is as low as reasonably practicable/achievable…
While the HSEMS was submitted to CASA, a review of CASA records found that it had not been assessed, nor was there a requirement to do so.
Safety risk management
Risk management is a key component of safety management and includes hazard identification, safety risk assessment, safety risk mitigation and risk acceptance. It is an ongoing process as the aviation system is constantly changing, with new hazards introduced, and some hazards and associated risks changing over time (ICAO, 2018).
CASR Part 138 required an operator conducting aerial work to undertake risk assessments of its operations. This was a new requirement introduced with Part 138. The Part 138 MOS detailed a layered approach to risk assessment and that before conducting an operation:
(a) the operator’s operations manual must contain:
(i) pre-operational risk procedures [refer below] for risk assessments and mitigation processes applicable to the operation; and
(ii) procedures for post-flight risk review; and
(b) the operator must have a flight risk management plan based on a pre-operational risk assessment in accordance with the procedures; and
(c) the operator must ensure that the operator and each crew member is satisfied, in a pre-flight risk review, that the flight risk management plan will eliminate, reduce or mitigate risks and hazards to the extent that it is safe to conduct, and continue, the operation without unacceptable risk to the crew members, any aerial work passengers, the aircraft or any other person or property.
The MOS further specified what was to be included in an operator’s pre‑operational risk procedures:
a. processes for identifying, reporting and recording hazards;
b. processes for analysing identified hazards and assessing the risks they may pose, including for pre-flight, in-flight and post-flight stages of operations;
c. processes to mitigate the risks or control the risks, including processes for the incorporation of risk controls into standard operating procedures;
d. the creation and management of:
i. a risk register; and
ii. records of dedicated risk assessments performed to address each type aerial work operation that is to be conducted, including details of the risk assessors;
e. procedures to ensure that the pilot in command and the other crew members are familiar with the pre-operational risk assessment and the associated standard operating procedures (SOP);
f. in-flight procedures for the pilot in command and the other crew members to consider and manage the risks associated with aerial work operations.
The operator’s HSEMS stated that safety risk management begins with hazard identification and then assessing the risks associated with the hazard in terms of likelihood and severity. The manual further stated that, once the level of risk was identified, appropriate remedial or mitigation measures could be implemented to reduce the risk to as low as reasonably practicable. The risk management process detailed in the HSEMS followed a 5‑stage process:
Stage 1 - Identify the hazard and associated risks
Stage 2 - Assess the risk in regard to severity and likelihood
Stage 3 - Evaluate risk tolerability
Stage 4 - Treat/mitigate the risk
Stage 5 - Monitoring
Stage 1 of the process listed sources for hazard identification and stated that the safety manager was to use the Donesafe[12] system to manage and record these hazards. It also noted that:
Due to the varying nature of MAGSPEC Aviation’s operating environment a separate Operational Job Safety Analysis (JSA) (see appendix 3) was undertaken by the Chief Pilot or his designee to assess site-specific risks prior to each job provide an overall risk rating for the job.
Where non-site-specific items are identified as part the JSA or field crew safety meeting these will be reported to the HSEMS system via the DONESAFE “Hazards” report tab.
Each survey task, including the risks associated with that task, were assessed via the job safety analysis (JSA). Any risks identified in the JSA that were not specific to the survey tasking location were entered into the Donesafe system. The risks specific to the location were not captured in the system.
Pre-operational risk assessment
One of the key requirements for managing risk was that an operator should undertake an overarching assessment (pre‑operational risk assessment) to consider and evaluate the risks associated with its proposed operations, in this case, low‑level geophysical survey. This assessment recognised the underlying principles of CASR Part 138, where the risks and hazards associated with a type of aerial work operation are common to that type of operation. The matters to be considered in the assessment included, but were not limited to the (CASA, 2023):
− nature of the intended operation and its particular characteristics
− location (if known) of the intended operation and its particular characteristics
− aircraft to be used in the intended operation and their performance profile and impacts of serviceability status
− qualifications and experience of the FCMs [flight crew members] and support personnel to be used in the intended operation
− generic or known hazards particular to the type of aerial work operation, external to the aircraft, that may be met during the operation.
CASA advisory circular 138‑05 v2.1 Aerial work risk management, stated that an operator should use data from the risk register and dedicated risk assessments to inform the pre‑operational risk assessment. Once populated, the assessment should then be updated over time and from operational experience, to incorporate lessons learnt from previous operations. Further, to ensure it is readily available to all crew members, it should form part of the company’s operations manual.
The ATSB’s review of the HSEMS and operations manual did not identify any requirement for a pre‑operational risk assessment to be completed.The CP also confirmed that, at the time of the accident, such an assessment had not been conducted.
Risk register
Safety risk management activities should be documented, including any assumptions underlying a risk assessment, decisions made, and risk controls implemented. A risk register could be used to ensure identified hazards and risks that emerged during planning or day‑to‑day operations were tracked and mitigated as part of formal risk management processes. An operator’s risk register can also be incorporated into the pre‑operational risk assessment. The register could include the hazard, potential likelihood and consequences, assessment of the associated risks, when or where it applied, and any controls put in place to mitigate the risk. Notably, (ICAO, 2018):
Maintaining a register of identified hazards minimizes the likelihood that the organization will lose sight of its known hazards. When hazards are identified, they can be compared with the known hazards in the register to see if the hazard has already been registered, and what action(s) were taken to mitigate it.
The CP reported that a risk register was not maintained for the company’s operations. Although it was noted that the operator did retain a fatigue risk register.
Flight risk management plan
The results of the pre‑operational risk assessment were to be considered when preparing a flight risk management plan, which was specific to an individual flight or task within the type of operation. The plan should outline the specific mitigators or risk controls that were to be used during the flights. The flight crew should also have sufficient time to review and confirm the plan prior to the commencement of the operation.
Job safety analysis
Components
As required by the company operation’s manual, the JSA was the documented risk management process designed to address the safety concerns with each project the operator conducted, that is, for each specific survey task. The ATSB’s interpretation of the Part 138 risk assessment requirements was that the JSA was equivalent to the flight risk management plan, as discussed above. The JSA consisted of 5 parts:
Part A - Pre-survey risk assessment: This assessment was to be completed by the operations manager at the time a tasking was quoted and included details on the activity, hazards, hazard effects, initial risk score, risk mitigators, residual risk, and a final risk score. This used a pre‑populated risk matrix with 14 hazard areas, each of which were assigned a descriptor and risk score of 1 (negligible) to 5 (unacceptable). The total risk score determined if any further action was required, such as a need for additional risk controls or stopping the tasking until the risk was reduced.
Part B - Operational job safety analysis. This was to be completed by the CP or other suitable person prior to commencing the survey task. This considered any operational limitations relating to aircraft performance, obstacles and human performance, whether any hazards affected the safety or technical performance of the survey, and if any changes were required. The risk level for the task was assessed using a pre-populated matrix with 27 hazards, but with instructions to add more as appropriate. The final risk level determined if the survey could proceed as planned (low risk), or if the survey could proceed with approval from the CP and amendments to the plan or additional risk mitigators (medium risk), or if the survey was not to proceed as currently planned (high risk).
Part C - Field crew safety meeting: The meeting was to be completed by operational personnel at the survey site, prior to commencing survey operations and every crew change. This section was a yes/no answer sheet covering a range of operational areas designed to assess any additional hazards and risks not identified in Parts A and B. At the direction of the CP, a reconnaissance flight could also be performed to assess the survey area for any additional risks or hazards not already identified in the original JSA.
Part D - Post-survey field crew meeting: This meeting allowed the operator to better understand any issues faced on the job and if anything needed to be accounted for, either at that specific location or for an ongoing basis.
Part E - Emergency response plan: This plan was to be reviewed during the field crew safety meeting and crew members were to ensure that the contact and procedure details were correct.
Neither Part A nor Part B referred to consideration of previous JSAs for any applicable risk information that may be relevant to the current JSA.
Survey task assessment
Parts A-C of the JSA completed for the accident flight survey task are discussed in the following paragraphs.
Part A was completed by the operations manager and listed hazards including the 25 m survey height, which was assessed with the highest risk score of 5. It did include mitigating factors of carrying a portable personal ELB and portable GPS, conducting operations with satellite flight following and a comprehensive pilot briefing including maps.
Several elevated risk areas were identified on the matrix, such as operations below 100 ft AGL and operating in hot conditions between 35–40 °C. Overall, the initial risk rating for the survey task was determined to be low, based on a score of 36 (Figure 7)Figure 8.
Figure 7: Part A – Initial pre-survey risk assessment for the accident task
Source: MAGSPEC Aviation, annotated by the ATSB
The CP and operations manager approved Part B of the JSA, identifying that the survey height and antenna/masts, and the survey location with regard to other aircraft activity were concerns. When considering if there were any hazards that would affect safety or the technical performance of the survey, the survey height of 25 m was noted, and the possibility of trees, powerlines and masts in the area were low still but still a risk. As such, it was determined that a detailed reconnaissance flight was to be conducted.
The final risk level was assessed as low, with 4 hazards identified (Figure 8Figure 9). The ATSB noted that the hazard of ‘terrain clearance less than 30 metres’ had not been ticked. However, if it had been selected, the final risk level would have remained at low.
Figure 8: Part B – Hazards risk matrix for the accident tasking
Source: MAGSPEC Aviation
Part C had been originally completed by another pilot and the ground operator. That pilot had conducted a reconnaissance flight of the survey area and signed part C noting that no additional risks had been identified. That pilot was subsequently assigned to another task.
The ATSB noted that the survey height was referred to in the question, Can the job be flown at the suggested survey height? and this was answered as yes with no amplifying comments.
The day prior to the accident, the ground operator met with the accident and morning pilot to conduct another field crew safety meeting. They discussed the JSA, and the ground operator reported that they advised the pilots about some taller trees in the area, which had been identified in the reconnaissance flight (but not noted in Part C).
Text messages between the accident pilot and CP showed that conducting another reconnaissance flight was discussed. The CP suggested that another could be done if the pilot felt it was required but there was no direction from the CP to do so. The morning pilot completed another reconnaissance of the survey area prior to commencing their survey.
In reference to the utility and sufficiency of the JSA, the operator advised on 28 January 2025 in response to the draft report that they considered the JSA to be their risk assessment process and was a combined risk register, pre‑operational risk assessment, flight risk management plan and record of the crew meeting. The operator further advised that the JSA was reviewed by CASA during the transition to Part 138 and:
This risk assessment was approved by CASA during the 2nd December 2021, Part 91 / 138 AWK [aerial work] changes. It has been accepted and approved by multiple third-parties, including those that represent BARS [Flight Safety Foundation’s Basic Aviation Risk Standard].
The ATSB sought clarification from CASA to determine if the JSA met the requirement of Part 138 and whether it had been approved by CASA. On 1 May 2025, CASA advised:
The JSA as described in the report does not meet the requirement of a pre-operational risk assessment.
The reasons for this advice are:
• The ATSB report outlined that Part A of the JSA had a pre-populated risk matrix with 14 hazard areas and Part B of the JAS had a pre‑populated matrix with 27 hazards and instructions to add more as necessary.
• CASA’s AC 138-05 identifies how a risk register is a critical component to the creation of a pre‑operational risk assessment and CASA notes that the ATSB report mentions that the operator’s Chief Pilot (CP) “reported that a risk register was not maintained for the company’s operations” which supports that a pre-operational risk assessment was not produced.
• CASA agrees with the ATSB that this activity is not specifically considering or evaluating the risks associated with the type of aerial work operation to be conducted, i.e. the JSA process is basically done on a per task basis, which is not the same as the pre-operational risk assessment as the pre‑operational risk assessment is intended to be an enduring document that is regularly updated from risk register updates and post-flight risk reviews (see the first sentence of CASA AC 138‑05 paragraph 4.2.5).
• Effectively, the JSA Part A is potentially covering elements of risk assessments that would support the updating of the pre-operational risk assessment but is not creating the pre-operational risk assessment itself.
• CASA further advised:
• The accident occurred 3 months after the commencement of the new flight operations regulations, of which Part 138 of CASR and its supporting Manual of Standards was one element.
• Under the transitional rules in Subpart 202.EAA of CASR, holders of AOCs authorising aerial work under the pre-2 December 2021 paragraph 206(1)(a) of CAR, where the AOC was in force immediately before 2 December 2021, had these AOCs recognised as legally being an aerial work certificate and such operators were required to ensure their operations manuals complied with Part 138 of CASR and contained all necessary content to enable that compliance.
• As the operator was the holder of an AOC authorising aerial work under the pre-2 December 2021 rules, the content of their operations manual would have been approved by CASA as part of them holding that AOC. Compliance with the new flight operations regulations for all such operators would be reviewed at the next appropriate CASA oversight event.
Regulatory oversight activity
Regulatory framework
CASA was responsible, under the provisions of Section 9 of the Civil Aviation Act 1988, for the safety regulation of civil aviation in Australia and of Australian aircraft outside of Australia. Section 9(1) stated the means of conducting the regulation included:
(c) developing and promulgating appropriate, clear and concise aviation safety standards;
(d) developing effective enforcement strategies to secure compliance with aviation safety standards…
(e) issuing certificates, licences, registrations and permits;
(f) conducting comprehensive aviation industry surveillance, including assessment of safety‑related decisions taken by industry management at all levels for their impact on aviation safety…
The 2 primary means of oversighting a specific operator’s aviation activities were:
assessing applications for the issue of, or variations to its air operator’s certificate (AOC) and associated approvals (including approvals of key personnel)
conducting surveillance of its activities.
CASA was required by Section 28 of the Civil Aviation Act 1988 to satisfy itself about various matters when processing an application for the issue of, or variation to, an AOC. The matters included whether the organisation was suitable and whether it had suitable procedures and practices to ensure that AOC operations were conducted safely.
CASA provided records related to their assessment of MAGSPEC Aviation’s initial AOC and low flying applications.
Initial issue of air operator’s certificate
The CASA entry control process involved assessing an application for the issue of a new AOC or a variation to an existing AOC. The worksheet used by CASA for an AOC assessment was intended to be used in conjunction with the AOC Process Manual, AOC Handbook, other relevant technical assessor handbooks and applicable legislation. This worksheet contained the criteria required for an assessor to undertake a technical assessment. It focused on generic regulatory requirements applicable to most operators and there was no specific criteria that referred to assessing an operator’s primary activity, in this case, low‑level survey operations. Although the assessment process confirmed that the operator had processes and procedures to support its operations, there was no evidence that these were examined in any detail for their suitability for the proposed operations.
However, the CASA officer processing the AOC application acknowledged that, while it was a new operation, the organisation included personnel from a previous operator, and that these personnel had experience and exposure to low‑level survey operations. The officer further stated that this experience was evident during the assessment, interview, and inspection phases of the assessment.
As part of the AOC application, CASA was to also approve the appointment of the CP. The CP’s records included an assessment paper, interview record, and notes from an assessment flight. The assessment focused on the CP’s ability to manage the regulatory requirements of an AOC holder, yet did not indicate how the operator would conduct its low‑level survey operations. The assessment flight did not include any low‑level flying as CASA did not permit its officers to undertake low flying.
The AOC was issued to the operator on 3 October 2017.
In December 2021, CASA amended its AOC entry control procedures to include more emphasis on assessing the proposed primary activity. A specific worksheet was introduced for assessing a Part 138 application and included reviewing the processes that allow an operator to safely conduct and manage its aerial work operation in compliance with the regulations.
Low flying approval
The AOC Handbook acknowledged that low flying was an operational requirement and that an application for low flying under CAR 157(4)(b) was required. This assessment was conducted at the same time as the initial AOC application.
The worksheet for the AOC application did not record any assessment undertaken by CASA to approve the operator to undertake low flying below the levels permitted in CAR 157. However, the assessing officer indicated that a key component of issuing the low flying approval was that the operator had a legitimate requirement and that its CP and line pilots held the required low‑level rating. There was no record of any in depth assessment of how the operator would address the risks associated with low flying. Further, the AOC Handbook did not provide any guidance or instruction on how such an application should be assessed.
The low flying instrument was issued to the operator on 22 September 2017.
Surveillance post‑AOC issue (pre‑accident)
Post‑authorisation review
As at 2017, following the issue of an initial AOC, CASA was to conduct a post‑authorisation review (PAR) of the operator to ensure that all the entry control requirements were being met. This surveillance activity was to be conducted within 6–15 months following the initial issue.[13] As described in the CASA Surveillance Manual, a PAR was a type of level 1 surveillance, which was a structured, forward planned larger surveillance event.
The CASA records showed that a PAR, as defined in its surveillance manual, had not been undertaken on the operator.
In response to the draft report on 3 February 2025, CASA advised the ATSB that:
At the time of the accident CASA conducted its surveillance planning under the National Surveillance Selection Process (NSSP), which was a risk-based methodology for the selection and prioritisation of surveillance events. Under the NSSP an operator such as this did not require a post authorisation review. CASA has since implemented a multi-year surveillance approach whereby all Aerial Work Operators undergo surveillance on a regular basis, irrespective of the degree of risk that CASA has assessed. This multi-year surveillance approach is one of many core elements of CASA’s National Oversight Plan.
On 3 April 2025, the ATSB and CASA had a follow‑up briefing to seek clarification on its responses to the draft report. CASA advised that the obligation for a PAR could also be achieved through an alternative activity, and in this case had been accomplished through the conduct of a level 2 surveillance event. CASA indicated that the level 2 surveillance, conducted in July 2018 (discussed below), was noted in its surveillance system as ‘post authorisation’ and would likely have been similarly scoped to a PAR. Therefore, this was considered an equivalent activity at the time. CASA had not provided the ATSB any supporting documentation indicating that an equivalent activity was permitted, or what should have been considered if this was to be undertaken.
Surveillance in 2018
A level 2 surveillance event was a less formal interaction with an operator and could be in the form of checklist-based compliance and product checks of a specific section of its systems. A level 2 surveillance event took place in July 2018, after the operator’s first occurrence. The planned scope included airworthiness assurance, fuel load control, operational standards, and safety assurance. Nil findings were issued, and the CASA surveillance team noted that the operator was still in the process of reviewing its operating procedures with changes to be reviewed at the next surveillance event scheduled for later in 2018. It was not evident to what extent that low‑level survey operations were examined.
A second level 2 surveillance took place in October–November 2018. The planned scope included the same areas as the previous surveillance with the additional items of:
airworthiness control
implementation of the drug and alcohol management plan
crew scheduling
flight systems
safety risk management
assessments
training infrastructure
training management.
Three safety findings and 7 safety observations were issued as a result of that surveillance. The surveillance team noted that the operator was actively trying to mitigate some of the operational risks, but the operations manual was lacking some of the procedures followed by the operator. The findings related to non‑conformance with operations manual procedures, uncontrolled documents, and aircraft defect management.
Observations were not required to be actioned by the operator, although CASA did encourage them to do so. One observation related to fuel load control and procedures for addressing discrepancies in fuel quantity. Another observation related to limited procedures for the completion of the JSA. The surveillance report did not make any findings or observations on overall processes or procedures for low‑level survey operations.
Periodic assessment tool
The authorisation holder performance indicator (AHPI) was a questionnaire‑based tool used by CASA to assess ‘the apparent risk to safety presented by an authorisation holder [operator]’. The AHPI tool consisted of a number of factors and sub‑factors associated with organisational characteristics and performance, commonly thought to affect or relate to safety performance behaviour. This was used by CASA to assist with determining whether any risk‑based surveillance of an organisation was required, and to scope the areas for that assessment.
A number of AHPI assessments had been completed by CASA and 5 out of the 6 AHPIs did not trigger any higher priority for surveillance. The last AHPI prior to the accident was completed in February 2022. CASA noted that there was no record in its system of a formal PAR being conducted, and there was no record of action following the 2019 and 2020 occurrences. The CASA officer recommended surveillance take place at the earliest possible convenience.
Transition to Part 138 regulations
In response to the draft report, on 1 May 2025, CASA advised the ATSB that the accident occurred about 3 months after the commencement of the new flight operations regulations, which included Part 138. Under the transitional arrangements to the new regulations, current holders of an AOC authorising aerial work before 2 December 2021 had this certificate legally recognised as being an ‘aerial work certificate’. These operators were required to ensure that the operations manual complied with Part 138 and contained all the necessary content to enable that compliance.
In this case, as the operator held an AOC prior to 2 December 2021, the content of its operations manual would have been approved by CASA. The operator’s compliance with Part 138 was to be reviewed at the next appropriate CASA oversight event.
While operators were not required to submit their entire operations manual for assessment prior to 2 December 2021, as part of the transition, CASA required operators (no later than 60 days prior) to submit extracts from their operations manual covering 2 key measures. These included change management and procedures for the carriage of aerial work passengers required under Part 138. CASA only required operators to submit their entire updated operations manual immediately before the commencement date of the new regulations.
On 27 September 2021, MAGSPEC provided CASA with its complete operations manual, the HSEMS, including the change management and carriage of aerial work passenger procedures. CASA notified MAGSPEC via email in April 2022 that its initial submissions related to these 2 aspects were not yet compliant. Following a further submission by the operator, on 18 August 2022 CASA advised via email that these areas were ‘compliant’. CASA did not provide any advice related to an assessment of any other parts of the operations manual including those related to operational risk management.
Surveillance post-accident
Shortly after the accident, CASA conducted an initial review to determine if further surveillance of the operator was required. The CASA officer noted that the operator had never undergone a level 1 surveillance event or had a PAR conducted. The officer recommended that a response surveillance event should be scheduled.
On 31 August 2023, the ATSB briefed CASA on the draft investigation findings, which included discussion on the operator’s risk management processes in place at the time of the accident. A similar briefing had also been provided to the operator on 19 July 2023. CASA completed a level 1 systems audit of the operator in September 2023. This level of surveillance is a structured, larger-type event that considers the specific activities conducted by the operator. The audit included a review and follow-up of this accident. The scope included:
airworthiness and maintenance aspects
aircraft and passenger loading control
crew scheduling and fatigue management
operational standards, and data and documentation
authorised activities
flight systems and operational support systems
safety assurance and safety risk management.
The audit identified 6 safety findings and one observation for the operator related to maintenance documentation, fatigue management, and operations manual compliance. Specifically, one finding regarding the operations manual noted that it did not include all the content as required by the regulations. This included limited detail regarding:
processes and procedures relating to low‑level operations and manoeuvring and role specific equipment usage (data acquisition system)
processes and procedures relating to the training of operational and handling procedures with regards to low‑level operations and manoeuvring and role specific equipment usage (data acquisition system).
There were no other findings or observations made regarding the operational risk management processes and procedures.
At the time of the audit, the operator advised CASA that it was waiting for the completion of the ATSB’s investigation prior to initiating any changes to its processes or procedures. However, it was noted that, while the audit was not an investigation, a number of potential latent issues existed, including:
• No active or consistent fatigue monitoring of flight crew during operations other than the required recording of flight and duty records.
• Limited detail in operational risk assessments pertaining to operations in general and the additional fatigue obligations as required by legislation.
• Limited documented operational procedures and associated training relating to low level flight techniques and procedures including the use of operational equipment utilised during survey operations [as detailed above].
• Limited documented process and procedure, and subsequent detail established when conducting internal investigation following operational incidents.
Similar occurrences
Regulatory oversight
Regulatory oversight of air operations has been discussed in detail in previous ATSB investigation reports. These included a fatal Cessna 172 accident at Agnes Waters, Queensland in 2017 (AO‑2017‑005), a fatal Eurocopter EC120B helicopter accident at Hardy Reef, Queensland in 2018 (AO‑2018‑026), and a fatal Eurocopter EC135 helicopter accident at Port Hedland, Western Australia in 2018 (AO‑2018‑022).
These investigations identified that CASA’s regulatory oversight activities had not specifically examined the nature of the operator’s primary activities. The findings were as follows:
The Civil Aviation Safety Authority’s procedures and guidance for scoping a surveillance event included several important aspects, but it did not formally include the nature of the operator’s activities, the inherent threats or hazards associated with those activities, and the risk controls that were important for managing those threats or hazards. (safety issue AO-2017-005-SI-08)
Although the operator’s primary helicopter activity was conducting charter flights to pontoons at Hardy Reef, regulatory oversight activity by the Civil Aviation Safety Authority had not specifically examined the operator’s procedures and practices for conducting operations to these helicopter landing sites.
Although the operator’s primary helicopter activity was conducting marine pilot transfers, regulatory oversight activity by the Civil Aviation Safety Authority had not specifically examined the operator’s procedures and practices for conducting approaches and landings to ships at night in degraded visual cueing environments.
In response to safety issue AO-2017-005-SI-08, CASA amended its surveillance and scoping form to require consideration of current activities. Further, it proposed the addition of an operator profile report to provide current, contextual information on an operator with a view to provide a more effective audit scoping process in which consideration and documentation of an operator’s activities was mandatory.
In response to the draft report, on 3 February 2025, CASA advised the ATSB that:
CASA’s Surveillance activities do not include specific checks of the suitability or effectiveness of the processes and procedures in these specific areas. However, under CASR [Civil Aviation Safety Regulation] Part 138.370, the operator is required to conduct risk assessments and mitigation processes before conducting any particular aerial work operation (that is, they must consider the risk of the specific operation and introduce appropriate mitigants). Surveillance is carried out under set scope of 138 operators under this regulation to ensure the operations are suitably risk assessed.
Based on the actions in response to AO-2017-005-SI-08, the ATSB was of the understanding that an operator’s primary activity was considered in entry control processes and surveillance scope. As such, the above comment was also discussed at the ATSB‑CASA meeting on 3 April 2025. CASA advised that an operator’s primary activity is considered, and when assessing a Part 138 operator it uses a standardised worksheet to ensure there is a consistent approach to that assessment and to maintain a record of the decision‑making process.
Low-level accidents
There has been a number of ATSB investigations into fatal accidents that resulted from a loss of control at low altitude, from which a recovery was not possible.
On 29 April 2012, the owner-pilot of a Cessna 150 aircraft, registered VH‑UWR, was aerial stock mustering on a cattle station about 55 km north‑east of Bourke, New South Wales. The aircraft was observed circling over an area (where cattle were not moving), then entered a steep descent followed by the sound of an impact. The aircraft was substantially damaged, and the pilot sustained fatal injuries.
The ATSB found that, while manoeuvring at low level, the pilot inadvertently allowed the aircraft to aerodynamically stall, resulting in a high rate of descent and collision with terrain. There was insufficient information about pilot control inputs to establish the factors that precipitated the stall.
On 29 December 2014, a Cessna 172S aircraft, registered VH‑PFT, departed Cambridge Airport, Tasmania to photograph yachts participating in the 2014 Sydney Hobart race. On board the aircraft were the pilot and a photographer.
At about 1815 local time, the aircraft commenced low-level photographic runs on yachts to the east of Cape Raoul. Shortly after completing a run on one yacht at a height of about 50 ft, the aircraft entered a steep climbing turn. The aircraft had almost completed a 180° turn when the upper (right) wing dropped sharply while the aircraft’s nose pitched down to almost vertical. The aircraft impacted the water’s surface in an almost vertical nose‑down attitude with wings about level. Both aircraft occupants were fatally injured, and the aircraft was substantially damaged.
As a result of the steep climbing turn, the aircraft’s upper wing aerodynamically stalled, resulting in a rapid rotation out of the turn. The steep pitch attitude indicated that, due to the stalled upper wing, the aircraft entered a spin. There was insufficient height for the pilot to recover the aircraft.
On 13 April 2021, a Cessna R172K aircraft, registered VH-DLA, departed Canberra Airport, Australian Capital Territory, with a pilot and an observer on board to conduct powerline survey work to the north of Sutton township, New South Wales.
About 3 hours into the flight, while conducting a powerline inspection in the vicinity of Tallagandra Lane, nearby witnesses observed the aircraft flying low above the trees before commencing a left turn that continued into a steep descent and collision with terrain. The pilot and observer were fatally injured, and the aircraft was destroyed.
The ATSB found that, while manoeuvring to align the aircraft to inspect a powerline, the aircraft aerodynamically stalled and entered a spin at a height that was insufficient for recovery prior to the collision with terrain.
On 4 December 2021, the pilot of an Air Tractor AT‑400 aircraft, registered VH‑ACQ, was conducting aerial spraying operations on a property 75 km west‑south‑west of Moree, New South Wales.
At 0632 local time, the aircraft took off from the property’s airstrip with the first spray load. The pilot then completed 10 spray loads, each time returning to the airstrip to replenish its load.
Prior to departing with the 11th load, the aircraft was refuelled to full and its spray load refilled. The aircraft then returned to the western side of the target block, but after descending to recommence spraying towards the south, the aircraft climbed and turned away to track north and overfly a flood-affected area. The pilot radioed the company operations manager expressing concern about the weather conditions and the potential for chemical to drift onto a neighbouring property. About 5 minutes later, the aircraft returned to the target block, this time on the eastern boundary.
The pilot then conducted 2 ‘smoker’ runs to assess the drift, followed by 5 back‑to‑back (parallel) spray runs. At the end of the 5th spray run, the aircraft was observed to climb then enter a right procedure turn. During the turn, the aircraft descended rapidly, collided with terrain, and was subsequently destroyed by fire. The pilot sustained fatal injuries.
The ATSB found that the aircraft was too close to the start of the spray run during the turn, which probably resulted in the pilot tightening the turn. This almost certainly resulted in an aerodynamic stall at a height too low to recover before colliding with the ground.
Safety analysis
Introduction
In the afternoon of 3 March 2022, a Cessna U206G, registered VH‑JVR, was being operated on a low‑level geophysical survey flight. When on the 25th survey line, the aircraft collided with terrain and was destroyed in the post‑impact fire. The pilot was fatally injured.
This analysis will discuss the potential reasons for the loss of control and the initiation of the emergency response. The angle of bank regularly used for procedure turns, and the benefits of protective clothing and helmets are also examined. It will also consider the operator’s risk management processes and supporting procedures for low‑level geophysical survey flights, and regulatory oversight of these activities.
Loss of control
The last recorded position of the aircraft was on a survey line consistent with the planned survey parameters. Likewise, a comparison of the available flight data indicated that the aircraft’s location was in a similar position to that of previous procedure turns. Therefore, it was likely that the aircraft was being manoeuvred onto the next survey line at the time of the accident.
The wreckage examination determined that the aircraft impacted the trees in a left angle of bank, with a steep angle of impact and a nose‑down attitude, indicative of a loss of control. The ATSB considered several reasons for the loss of control. There was no evidence to suggest any airborne impact with a bird nor that the weather conditions affected the pilot’s ability to maintain control of the aircraft. To the extent possible, the ATSB determined that the aircraft was structurally intact, there was no flight control malfunction, and the engine was producing power at the time of impact. Further, the pilot did not have any reported health issues, and the post‑mortem and toxicology examinations did not identify the presence of any natural disease or substances. While some causes of incapacitation may not always be identified post‑mortem, there was no evidence to suggest that the pilot had become incapacitated during flight.
The pilot had previously conducted 24 survey lines with no apparent issues identified from the recorded data. Based on the ATSB’s analysis, the aircraft’s airspeed had remained above the aerodynamic stall speed during the procedure turns. Therefore, there was no indication of a near or actual stall on the previous turns. Although, the data identified that the procedure turns were consistently conducted at heights below which a recovery from a stall and loss of control may not be possible. A stall situation was a plausible explanation, as found in previous ATSB investigations into low‑level accidents. However, in this case, this remained only a possibility due to the lack of recorded data beyond the last known position and no witness observations, making it difficult to determine the precise circumstances that led to the loss of control and collision with terrain.
Contributing factor
It was likely that, during a manoeuvre to intercept the next survey line, for undetermined reasons, control of the aircraft was lost at a height from which recovery was not possible, resulting in a collision with terrain.
Delayed emergency response
The operator had a phased emergency response plan, predicated on an elapsed time since the aircraft’s estimated time of arrival (ETA). Each phase was commensurate with an escalating level of concern. Unless there was a notification of an accident by other means, the distress phase would commence at 30 minutes past the ETA, at which point the Joint Rescue Coordination Centre (JRCC) would be contacted to initiate search and rescue activity. Each phase of the plan required accessing the satellite tracking system to ascertain the location of the aircraft.
When the satellite tracking data stopped at 1343, the automatic watch function did not send an alert to the operator after 15 minutes had elapsed, as this function had not been activated. This was not noticed until 1430 when the ground operator conducted a periodic check. While the operator reported previously experiencing dropouts of the satellite tracking system, Spidertracks confirmed that up to the loss of data, the device was functioning as expected and that there were no recorded system outages.
The ground operator was not able to contact the pilot via mobile phone and there was no emergency beacon activation. The ATSB noted that, while the aircraft was not fitted with an emergency locator transmitter, a personal locator beacon was carried in the aircraft. However, as this was not worn by the pilot, this was not readily accessible following the accident.
As such, the status of the pilot and aircraft could not be established. The operations manager then advised the ground operator to follow the emergency response plan and wait until the ETA. When the aircraft did not arrive at the ETA of 1630, about 3 hours after the accident, in accordance with the plan the operator contacted the JRCC at 1701.
The JRCC promptly initiated search and rescue procedures, and an aircraft departed at 1739 and located the aircraft wreckage at 1852. A search and rescue helicopter crew physically located the pilot at 0042. With the time taken to access the pilot, whose injuries required immediate medical care, it was very likely that even if the search and rescue activities had commenced when the satellite tracking data was lost, the pilot would have succumbed to the injuries received.
When an accident occurs and any injuries that result are potentially survivable, a timely response is essential. Minimising the time for search and rescue and enabling emergency services to respond as quickly as possible may increase the chances of a successful outcome.
Other factor that increased risk
An emergency response was not initiated until 30 minutes after the aircraft's estimated time of arrival, which was 3 hours after satellite tracking had stopped and attempts to contact the pilot had been unsuccessful. Although an earlier response was very unlikely to have altered the outcome in this case, minimising the time for search and rescue and enabling emergency services to respond as quickly as possible may increase the chances of a successful outcome.
Low-level manoeuvring
The operator’s pilots routinely used high angle of bank procedure turns to manoeuvre between consecutive survey lines. This back‑to‑back pattern was described by the chief pilot (CP) as the most efficient method and it also reduced pilot workload, especially for obstacle and hazard avoidance.
The CP stated that procedure turns were trained to be at about 300 ft above ground level and a 45–60° angle of bank (known as a steep turn). Analysis of the accident flight indicated that the pilot was flying high angle of bank procedure turns consistent with the operator’s training. However, they were turning at an average of about 200 ft, lower than what was explained by the CP.
The ATSB noted that, during the preceding 24 turns, the pilot had maintained sufficient margin above the stall speeds listed in the pilot’s operating handbook. However, as aircraft data was not available up to the loss of control it was not possible to determine if the aircraft stalled nor the exact circumstances that existed.
The similar occurrences discussed involved a loss of control that was preceded by a stall at very low heights. The U206G pilot’s operating handbook stated that up to 240 ft may be required to recover from a stall, but this height was based on flight testing in controlled conditions and that significantly more height may be required.
High angle of bank turns at low level present a significant risk and International Airborne Geophysics Safety Association (IAGSA) recommended that the angle of bank should be limited due to the stall speed increasing with increasing angles of bank, thus reducing the safety margins available. These margins can be quickly eroded if a pilot tightens the turn to ensure they intercept the survey line, which can increase the load factor further, resulting in reaching the stall speed quicker.
Other factor that increased risk
In accordance with the operator’s training, pilots routinely used increased angle of bank (45–60°) turns at low altitude to position the aircraft onto survey lines. This increased the risk of an aerodynamic stall at altitudes from which recovery may not be possible.
Protective clothing and helmets
At the time of the accident, the pilot was not wearing any protective clothing or a helmet. The use of such equipment was not required by the regulator, or the operator having considered environmental, comfort, and cockpit space aspects. Instead, it was left to the individual pilot’s discretion.
The ATSB’s aviation medical specialist indicated that protective clothing and helmets may reduce the magnitude of injuries in an accident. While they were unable to comment on the effectiveness of these items for this accident, it was acknowledged that these items would not have protected the pilot from smoke inhalation.
In some cases, occupants survive an accident only to succumb to hazards such as fire, drowning or environmental elements such as heat and cold (Shanahan, 2004). IAGSA recommended that survey pilots/crew wear protective clothing, not just as fire protection in the event of an accident but to also provide coverage from the elements while waiting for rescue or in a survival situation. Similarly, the Basic Aviation Risk Standard also recommended that all flight and aircrew wear protective clothing during operations. It is therefore important that these hazards have been considered to enable the best opportunity for survival in the event of an accident.
Other factor that increased risk
The operator did not require its pilots to wear protective clothing or helmets during low‑level survey operations, nor were they required to do so by regulations. However, the use of such has been recommended by industry to improve survivability in the event of an accident.
Risk management
In August 2019, MAGSPEC Aviation implemented a health, safety and environmental management system (HSEMS), which was intended tomeet theCivil Aviation Safety Authority (CASA) safety management system (SMS) requirements. It also provided more generalised guidance on the management of risk within the organisation. However, as an SMS was not required by regulation, it was not assessed by CASA. The ATSB acknowledges that an operator’s SMS, in this case HSEMS, will evolve and mature with time. Significant events like accidents provide an opportunity to assess if the system is operating in a way that assures the highest level of safety given the nature of their operations.
Acknowledging the CASR Part 138 requirements for aerial work operators to undertake risk assessments, which came into effect about 3 months prior to the accident, the ATSB reviewed the safety risk management component of the HSEMS. The HSEMS manual had detailed the 5‑stage process for risk management. However, there was no requirement in the operator’s manuals, as required by Part 138, to conduct a pre‑operational risk assessment nor had one been completed, as confirmed by the CP.
The absence of a pre‑operational risk assessment did not allow formal mitigation strategies, nor provide assurance that the risk level associated with low‑level survey operations was as low as reasonably practical. For example, the operator reported that the survey flights were often flown at about 30 m (100 ft) above ground level. While low operating heights were specified in the job safety analysis (JSA), there was no formalised risk controls referred to in the JSA. The accident survey flight had been flown at 25 m (85 ft) and this had been accepted on the basis of the reconnaissance flight, without any formal identification and implementation of supporting risk controls. While IAGSA acknowledged that stipulating a fixed minimum safe survey height was not practical given differences in survey conditions and aircraft characteristics, a pre‑operational risk assessment for operations at a reasonably anticipated operating height may have provided a foundation from which to adequately assess any variations to this height.
Further, the operator routinely flew consecutive survey lines, which used increased (steep) angle of bank procedure turns (45–60°) to manoeuvre between the lines. There was no assessment to identify any risks associated with conducting higher angle of bank turns at low-level to ensure that reasonable mitigations were implemented, and appropriate safety margins were applied.
The HSEMS further outlined that non‑site‑specific hazards were reported in their online SMS program, but due to the varying nature of operations, a separate site‑specific assessment of each survey job would be completed using the JSA. With the JSA, each survey task was assessed in isolation, with no reference to previous JSAs to ensure that applicable risk controls continued to be applied and/or were appropriate. Also, the JSA did not benefit from being informed by an overarching pre‑operational risk assessment. Therefore, as the predominant method for assessing operational risk, the JSA did not provide assurance that all hazards would be identified, and the associated risks would be assessed and mitigated.
As noted by the International Civil Aviation Organization (2018), safety risk management activities should be documented and the Part 138 Manual of Standards stipulated that the operator’s pre‑operational risk procedures were to include the use of a risk register. The CP reported that an operational risk register was not being maintained as part of their HSEMS at the time of the accident. While non‑site‑specific hazards would be recorded and assessed in the online SMS program, there was a missed opportunity to record the site‑specific hazards identified from the individual JSAs. Therefore, without a risk register, the operator’s ability to track, monitor, and mitigate all known hazards, and assess the effectiveness of existing risk controls was limited.
In interactions with CASA during the transition phase to Part 138 and the level 1 surveillance event post‑accident, there was no commentary related to the adequacy of the operator’s operational risk management processes. On that basis, the operator was of the understanding that the JSA met the risk assessment requirements of Part 138 inclusive of a pre‑operational risk assessment. However, CASA has since advised the ATSB that the JSA did not meet the requirements of a pre‑operational risk assessment.
Other factor that increased risk
MAGSPEC Aviation's safety risk management processes did not include a pre‑operational risk assessment that recognised the generic risks and hazards common across that type of operation nor was a risk register maintained. Consequently, there was limited assurance that all the risks had been identified and that all reasonable mitigations had been applied. (Safety issue)
Survey manoeuvres
As emphasised by IAGSA, conducting steep turns at low level can present challenges for fixed‑wing aircraft as any margin above the stall speed can quickly diminish and there may be limited height within which to respond to an unexpected situation. The ATSB’s analysis of the flight data showed there was some variation in the angle of bank used during the procedure turns on the accident flight, ranging from 43° up to the Cessna U206G angle of bank limit of 60°. At this limit, the stall speed increases by about 40%. The data also indicated that the procedure turns were conducted at an average of about 200 ft above ground level, which was lower than what was explained by the CP.
Similarly, a review of the morning pilot’s flight and discussions with other company pilots identified that there were differences in the individual turn techniques, demonstrating variations of the procedure turns.
While 45–60° angle of bank procedure turns were being taught, the operations manual did not include any policy or procedure for this manoeuvre. Further, there were no specific limits identified, such as a minimum turn height or maximum angle of bank, to establish appropriate safety margins such as that recommended by IAGSA.
ATSB research investigation report B2004/0337 discussed the importance of operational procedures:
The absence, deficiency or inappropriateness of operating procedures for operators may increase the risk to aviation safety.
The absence of standardised procedures means there may be considerable differences in the techniques used by different operators and contracting organisation staff to conduct tasks. Processes that are used to accomplish a particular task will evolve through a process of experience and passing on this information, often by word of mouth. There will be inconsistencies in how the task is accomplished, as different staff and operators will have differing levels of competence and experience, and different solutions to the same problem will have naturally evolved. The organisation that is managing the operation in such an uncontrolled environment will not be in full control or fully aware of how its tasks are being accomplished and therefore will have less control over the safety of the operation.
While the ATSB was unable to determine the circumstances that led to the loss of control, an operator’s expectations and desired safety margins should be documented to minimise variation and ensure operations are performed safely. Otherwise, without formal procedures, pilots are required to exercise judgement based on their experience, skills and knowledge.
Other factor that increased risk
The operator’s pilots were trained to, and routinely flew survey patterns utilising steep turns at low level. However, procedures or limitations specific to these manoeuvres were not included in the operations manual, which increased the risk of inconsistencies in the application of those manoeuvres and reducing the safety margins available.
Flight following
Survey flights are often conducted over remote, inhospitable terrain where regular communication services may not be available. Therefore, the use of satellite‑based flight following services are essential for providing real‑time monitoring of an aircraft’s location and for an efficient search and rescue response.
The operator had installed Spidertracks to all its aircraft and there was an expectation that an automatic alert would be received from the system in the event of emergency. However, there was no requirement and supporting procedure to check the functionality of the system prior to each flight. In this case, the alert function had not been activated for multiple flights, including the accident flight, which potentially influenced the delayed emergency response. Also, while the ground operator assigned to each tasking was responsible for providing flight following services, there was no expected schedule for checking the satellite tracking nor any procedure detailing the expectations of this role. Despite this, given the severity of the pilot’s injuries, it was very unlikely that a prompt emergency response would have changed the outcome.
It is important that an emergency response plan clearly identifies the notification and escalation triggers to avoid delays. Satellite tracking systems are useful in their ability to provide early notification of an emergency, especially in cases where the occupants have been incapacitated or otherwise unable to raise an alarm. However, their usefulness can only be realised if, when installed, they are correctly configured and operating as expected, otherwise increasing the risk of a delayed response.
Other factor that increased risk
While the operator’s aircraft were fitted with a satellite‑based flight following system, there was no requirement nor were there supporting procedures to confirm the set‑up and functionality of the system prior to flight or to monitor the system during flight. This increased the risk of the system not operating as expected and not providing early notification of an emergency.
Regulatory oversight activity
Since 2019, 3 ATSB investigations have been published identifying that regulatory oversight did not formally include the nature of the operator’s primary activities, the inherent threats or hazards associated with those activities, and the risk controls for managing those threats or hazards.
The ATSB acknowledges that CASA’s regulatory oversight activities were subject to normal constraints of time and resources, which may limit an ability to identify issues. Therefore, regulatory surveillance cannot examine every aspect of an operator’s activities, nor identify all the limitations associated with these activities.
The initial air operator’s certificate assessment of the operator and CP focused on the generic regulatory requirements and there were no criteria to evaluate their primary activity of low‑level survey operations. Although CASA had considered the operator and its key personnel as being suitable to conduct the proposed operations, there was no evidence that the processes and procedures for the primary activity had been specifically examined.Likewise, while the operator’s pilots held the appropriate low-level rating, there were no records to indicate that a detailed assessment of how the operator would address the risks associated with low flying had been conducted as part of the low flying approval.
Prior to this accident, the operator had undergone surveillance twice in 2018, following the first occurrence. Operational standards were included in the scope for both surveillance events but there were no related findings made by CASA nor was there any indication to what extent the operator’s low-level survey operations were examined.
The last AHPI review in early 2022 also noted that no post‑authorisation review (PAR) had been conducted following the initial issue of the air operator’s certificate (AOC) and there were no CASA records of action following the 2019 and 2020 occurrences. Consequently, it was recommended that a surveillance activity take place. The same recommendation was also made following this accident. The subsequent surveillance event in 2023 identified that the operator had limited documented operational procedures and training related to low‑level flight techniques.
CASA advised that a PAR (a type of level 1 surveillance) was likely to have been covered by an alternative level 2 surveillance event. The ATSB noted that a level 1 event was more comprehensive than a level 2, and for a PAR, was intended to ensure that the entry control requirements were being met following the initial issue of an AOC. As the CASA officers had made comments about a PAR having never been conducted, it was unclear whether the level 2 was sufficient to have been considered as having met the requirement of a PAR.
While none of CASA’s activities specifically focused on topics related to low‑level survey operations, for example survey patterns and heights, it was difficult to determine whether additional focus, through the conduct of a level 1 PAR for example, would have identified the specific aspects as found in the post‑accident surveillance event. However, CASA has since strengthened its AOC entry control procedures and surveillance planning and scoping to include more emphasis on assessing the primary activity including the use of a specific worksheet that highlights areas specific to Part 138 operators. Consideration of the primary activity provides a level of assurance that operators continue to meet the established requirements and function at the level of competency and safety required to undertake the activity for which they have been approved to perform.
In addition to the above, and as previously discussed, the ATSB identified deficiencies with the operator’s risk management processes. As the requirement for risk assessments only came into effect about 3 months prior to the accident, with the introduction of Part 138, there was limited opportunity for CASA to review these processes within that period. It was also noted that CASA had intended to look at the operator’s Part 138 compliance at the next scheduled surveillance event.
The 2023 surveillance event, which was also a review and follow-up to the accident, was a level 1 surveillance and included risk management within the scope of that activity. However, there were nil findings or observations identifying that there was no pre‑operational risk assessment and risk register, although required under Part 138. As an unintended consequence of this and the transition process to Part 138, the operator was of the understanding that the JSA satisfied this requirement. However, CASA has since indicated to the ATSB that the JSA did not meet the requirement of a pre‑operational risk assessment. While post‑accident, the 2023 surveillance event was a missed opportunity for CASA to identify the deficiencies in processes and inform the operator’s understanding of their risk assessment obligations under Part 138.
Other factor that increased risk
The Civil Aviation Safety Authority regulatory oversight of the operator had not specifically included the primary activity of low‑level survey flights, or the processes and procedures designed to reduce the risks associated with that activity.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors.
Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the collision with terrain, involving a Cessna U206G registered VH-JVR, 124 km west of Norseman, Western Australia, on 3 March 2022.
Contributing factors
It was likely that, during a manoeuvre to intercept the next survey line, for undetermined reasons, control of the aircraft was lost at a height from which recovery was not possible, resulting in a collision with terrain.
Other factors that increased risk
An emergency response was not initiated until 30 minutes after the aircraft's estimated time of arrival, which was 3 hours after satellite tracking had stopped and attempts to contact the pilot had been unsuccessful. Although an earlier response was very unlikely to have altered the outcome in this case, minimising the time for search and rescue and enabling emergency services to respond as quickly as possible may increase the chances of a successful outcome.
In accordance with the operator’s training, pilots routinely used increased angle of bank (45–60°) turns at low altitude to position the aircraft onto survey lines. This increased the risk of an aerodynamic stall at altitudes from which recovery may not be possible.
The operator did not require its pilots to wear protective clothing or helmets during low‑level survey operations, nor were they required to do so by regulations. However, the use of such has been recommended by industry to improve survivability in the event of an accident.
MAGSPEC Aviation's safety risk management processes did not include a pre‑operational risk assessment that recognised the generic risks and hazards common across that type of operation nor was a risk register maintained. Consequently, there was limited assurance that all the risks had been identified and that all reasonable mitigations had been applied. (Safety issue)
The operator’s pilots were trained to, and routinely flew survey patterns utilising steep turns at low level. However, procedures or limitations specific to these manoeuvres were not included in the operations manual, which increased the risk of inconsistencies in the application of those manoeuvres and reducing the safety margins available.
While the operator’s aircraft were fitted with a satellite-based flight following system, there was no requirement nor were there supporting procedures to confirm the set‑up and functionality of the system prior to flight or to monitor the system during flight. This increased the risk the system not operating as expected and not providing early notification of an emergency.
The Civil Aviation Safety Authority regulatory oversight of the operator had not specifically included the primary activity of low-level survey flights, or the processes and procedures designed to reduce the risks associated with that activity.
Safety issues and actions
Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.
Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the aviation industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.
All of the directly involved parties are invited to provide submissions to this draft report. As part of that process, each organisation is asked to communicate what safety actions, if any, they have carried out or are planning to carry out in relation to each safety issue relevant to their organisation.
Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.
Safety issue description: MAGSPEC Aviation's safety risk management processes did not include a pre‑operational risk assessment that recognised the generic risks and hazards common across that type of operation nor was a risk register maintained. Consequently, there was limited assurance that all the risks had been identified and that all reasonable mitigations had been applied.
Safety recommendation to MAGSPEC Aviation Pty Ltd
The ATSB makes a formal safety recommendation, either during or at the end of an investigation, based on the level of risk associated with a safety issue and the extent of corrective action already undertaken. Rather than being prescriptive about the form of corrective action to be taken, the recommendation focuses on the safety issue of concern. It is a matter for the responsible organisation to assess the costs and benefits of any particular method of addressing a safety issue.
Safety recommendation description: The Australian Transport Safety Bureau recommends that MAGSPEC Aviation Pty Ltd develops and maintains a pre-operational risk assessment and risk register that is separate to its existing job safety analysis process. This should encompass the generic risks and hazards common across its operations and allow it to fully consider operational risks beyond individual survey tasks.
Safety action not associated with an identified safety issue
Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. The ATSB has been advised of the following proactive safety action in response to this occurrence.
Additional safety action by MAGSPEC Aviation Pty Ltd
In response to this accident, MAGSPEC Aviation has taken the following safety action:
The JSA has been revised to include the selection of consequence and likelihood to determine a risk for each identified hazard. It also recorded mitigations that would be applied. The operator advised the overall and highest risk scores determined whether the survey could proceed and/or if it was likely to increase the fatigue and safety of the operation to unacceptable levels.
The health, safety and environmental management system has been incorporated into the operations manual as an appendix.
The emergency response plan was revised to clarify initiation triggers and accounted for a satellite tracking system failure. The operator has also equipped its operations room with 2 dedicated monitors for the sole purpose of tracking aircraft.
The operations manual now includes a minimum speed versus angle of bank section and pilot actions if an aircraft cannot achieve or maintain the required speed.
Guidance on procedural turns has been formalised in the operations manual. Although there is a description of how to conduct the turn, the manual also explains that this was the desired turn method and may not always be possible (due to terrain, obstacles, block shape et cetera).
The operations manual has been amended to clearly state that an aircraft was required to have a fixed emergency locator transmitter. If this becomes unserviceable or has to be removed, the aircraft can only be flown for the purpose of having the issue rectified.
Each pilot has been issued with a personal locator beacon, individually registered with the Australian Maritime Safety Authority. Pilots are required to keep the device on their person while operating company aircraft. The operations manual also states that the personal locator beacon cannot be carried/used if not tested.
Follow-up with Spidertracks is to be made on each occurrence of dropout, service interruption or delay in tracking updates and numerous improvements made to the interface. The operator advised that the SOS automatic watch function and alert has been investigated and rectified. A checklist item has been added to ensure Spidertracks is correctly functioning prior to departure.
They no longer operate at survey heights below 30 m.
The operator identified that its low‑level training syllabus was lacking parameters to mark a pilot as competent, especially in critical phases of flight. This has been formalised to match what had been done practically.
Its operations manual is currently under review by CASA. This includes items to enable Flight Safety Foundation’s Basic Aviation Risk Standard accreditation. Just prior to final publication of this report, the operator advised that it had been awarded the Basic Aviation Risk Standard accreditation.
Glossary
AGL
Above ground level
AHPI
Authorisation holder performance indicator
AoA
Angle of attack
AOC
Air operator’s certificate
CAR
Civil Aviation Act
CASA
Civil Aviation Safety Authority
CASR
Civil Aviation Safety Regulations
CoG
Centre of gravity
CP
Chief pilot
ETA
Estimated time of arrival
ELT
Emergency locator transmitter
G
Gravity
GPS
Global positioning system
HSEMS
Health, safety and environmental management system
IAGSA
International Airborne Geophysics Safety Association
JRCC
Joint Rescue Coordination Centre
JSA
Job safety analysis
MOS
Manual of Standards
PLB
Personal locator beacon
POH
Pilot’s operating handbook
SMS
Safety management system
Sources and submissions
Sources of information
The sources of information during the investigation included:
MAGSPEC Aviation Pty Ltd
other pilots who conducted flights for the operator
recorded data from the satellite tracking device
the maintenance organisation
aviation medical specialist
Pathwest Laboratory Medicine WA
Civil Aviation Safety Authority
Bureau of Meteorology
Western Australia Police Force
Australian Maritime Safety Authority Joint Rescue Coordination Centre
Spidertracks Ltd.
References
Australian Transport Safety Bureau. (2005). Aviation Research Investigation Report B2004/0337 Risks associated with aerial campaign management: Lessons from a case study of aerial locust control. Retrieved from /publications/2005/aerial_locust_control/
Australian Transport Safety Bureau. (2013). ATSB Research Investigation AR-2012-128 A review of effectiveness of emergency locator transmitters in aviation accidents. Retrieved from /publications/2012/ar-2012-128
International Airborne Geophysics Safety Association. (2017). Safety Policy Manual (v2017-1201). Retrieved from https://iagsa.ca/
International Civil Aviation Organization. (2018). Safety Management Manual, fourth edition, Montréal: International Civil Aviation Organization.
Shanahan, D.F. (2004). Human tolerance and crash survivability. RTO HFM Lecture Series on ‘Pathological Aspects and Associated Biodynamics in Aircraft Accident Investigation’. Madrid, Spain.
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
MAGSPEC Aviation Pty Ltd
other pilots who conducted flights for the operator
Civil Aviation Safety Authority.
Submissions were received from:
MAGSPEC Aviation Pty Ltd
Civil Aviation Safety Authority.
The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Commonwealth Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this report is licensed under a Creative Commons Attribution 4.0 International licence.
The CC BY 4.0 licence enables you to distribute, remix, adapt, and build upon our material in any medium or format, so long as attribution is given to the Australian Transport Safety Bureau.
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1]Aerodynamic stall: occurs when airflow separates from the wing’s upper surface and becomes turbulent. A stall occurs at high angles of attack, typically 16˚ to 18˚, and results in reduced lift.
[2]Integral fuel tanks are part of the aircraft structure. They are manufactured by assembling parts of the aircraft structure with sealant to form a fuel-tight compartment, most commonly in the wings.
[3]A supplemental type certificate is a type certificate issued when an applicant has received regulatory approval to modify an aeronautical product from its original design. The supplemental type certificate, which incorporates by reference the related type certificate, approves not only the modification but also how that modification affects the original design.
[4]The system was pre-programmed by the ground operator prior to departure, minimising any manipulation required by the pilot during flight.
[5]From the pilot’s operating handbook, the calibrated airspeed and indicated airspeed in the range of interest were within 1 kt, so for the purposes of the analysis were considered equivalent. The term indicated airspeed is used throughout the analysis.
[6]G load: the nominal value for acceleration. In flight, G load represents the combined effects of flight manoeuvring loads and turbulence and can have a positive or negative value.
[7]A steep turn is one greater than a 45° bank angle.
[8]Carbon monoxide is a colourless, odourless, tasteless, and poisonous gas that is produced as a by-product of burnt fuel. Exposure to a leak from the exhaust of an aircraft engine into the cabin can lead to elevated levels of carbon monoxide, which can impair cognitive function.
[10]CAR 157 (2) requires that an aircraft shall not fly over a populous area at a lower height than 1,500 ft or any other area at a lower height than 500 ft. CAR 157 (4)(b) states that the provisions of CAR 157 (2) shall not apply if the aircraft is engaged in aerial work operations and the operator has a permit from the authority (CASA) to do so.
[11]As the wing to which the stall warning vane is mounted approaches the critical AoA, the relative air flow changes direction and will push the vane up, closing a switch in the device. This will activate a warning horn.
[12] Donesafe is a web and application‑based safety management system tool.
[13]This timeframe has since changed with the most recent being 12-18 monthsfollowing the initial issue, depending on the type of authorisation issued (CASA Surveillance Manual version 5.2 ‑ May 2024).
Preliminary report
Report release date: 26/05/2022
This preliminary report details factual information established in the investigation’s early evidence collection phase, and has been prepared to provide timely information to the industry and public. Preliminary reports contain no analysis or findings, which will be detailed in the investigation’s final report. The information contained in this preliminary report is released in accordance with section 25 of the Transport Safety Investigation Act 2003.
The occurrence
On 3 March 2022, a Cessna U206G, registered VH-JVR, was being operated by MAGSPEC Aviation for low-level, geophysical survey flights to the west of Norseman, Western Australia.
At about 1200 WST,[1]the aircraft departed Kalgoorlie, Western Australia, for the survey block about 120 km west of Norseman. The pilot was the sole occupant on board the aircraft.
Weather conditions in the survey area were fine with light southerly winds. Earlier in the morning, another company pilot had flown the aircraft on a survey flight. That pilot had conducted a confirmatory reconnaissance flight, noting no major obstacles or issues other than a few taller trees. This information was passed to the pilot of the accident flight before they departed.
The survey lines were parallel to each other at 25 m spacing in an east-west orientation. The survey lines were to be flown at a height of 25 m (82 ft) above ground level (AGL).
The pilot commenced the first survey line at about 1252. At 1343, the GPS tracking device recorded the aircraft was on a westerly heading at a speed of 116 kt and a height of 1,398 ft (GPS height).[2] This was the last position recorded and the height was consistent with the intended survey height above ground level.
The aircraft did not return to Kalgoorlie by the pilot’s nominated estimated time of arrival of 1630, and the operator commenced its emergency response. The operator had another aircraft and pilot at Norseman, which was dispatched to VH-JVR’s last known position; however, that pilot was not able to locate the aircraft.
The Joint Rescue Coordination Centre (JRCC) initiated a search operation after it was advised by the operator at 1700 that the aircraft was overdue. A search aircraft located the aircraft wreckage at 1852, approximately 3.2 km west of its last recorded position (Figure 1). That aircraft’s crew were not able to establish communications with the pilot of the accident flight. The JRCC also deployed a rescue helicopter to the site, and its crew confirmed that the pilot had been fatally injured.
Figure 1: VH-JVR's accident site and last recorded position
The first survey line was flown in a westerly direction. The direction of flight was reversed on each subsequent line.
Source: Recorded flight path data and Google Earth, annotated by the ATSB
Context
Pilot information
The pilot held a valid commercial pilot licence (aeroplane) with a multi-engine command instrument and low-level ratings. Their last flight review was completed in June 2021 and their class 1 medical was valid until June 2022. The pilot had held a low-level rating since June 2021 and had completed the operator’s low-level survey training in July 2021.
The pilot had previously worked as a flight instructor and high-level survey pilot. At the time of the accident, the pilot had about 1,772 hours total, of which about 557 hours was with the operator.
Aircraft information
General
VH-JVR was a Cessna U206G Stationair, which was a single-engine, fixed landing gear aeroplane powered by a Continental IO-520-F piston engine (Figure 2). It was manufactured in 1978 with serial number U20604795 and was first registered in Australia in 1998. Its last periodic inspection was in March 2022 and it had accrued almost 8,000 hours total time in service.
Modifications
VH-JVR had been modified to conduct geophysical survey flights. A magnetometer boom was installed at the rear of the aircraft and associated survey equipment was in the rear cabin. The survey equipment had its own separate power supply. The aircraft also had a GPS tracking device.
The aircraft had also been modified with a fuel selector valve from a C210, which enabled the selection of both fuels tanks to supply the engine at same time.
Figure 2: VH-JVR
Source: Jarrod Swanwick (via www.jetphotos.com), modified by the ATSB
Site information
The aircraft was located in dense bushland 124 km west of Norseman. Access to the site was difficult with the nearest vehicle-accessible track only reaching to within 4 km of the accident site. An additional track was cleared through bushland to enable vehicle access to the accident site.
Damage at the point of impact indicated that the aircraft initially struck trees in an upright but relatively steep nose-down attitude. The impact caused the left wingtip and aileron to separate from the aircraft. The aircraft then impacted the ground on its left side and continued through the bush in a southerly direction, coming to rest about 45 m from the initial point of impact (Figure 3).
The aircraft felled a number of trees and several parts had separated from the main body, including the nose gear assembly, left main gear, left door, windscreen and sections of the lower engine cowling and lower engine components (Figure 4). There was no indication of fire in the wreckage trail, either in the bushland or aircraft components. However, the remainder of the aircraft was almost entirely destroyed by a post-impact fire. The propeller had separated from the engine and was located towards the rear of the wreckage and the engine had been detached from its mounts. The right wing was relatively intact as was the magnetometer boom, albeit damaged by fire (Figure 5).
Figure 3: Wreckage trail looking south towards the main wreckage
Source: ATSB
Figure 4: Wreckage trail looking north towards the impact area
Source: ATSB
Figure 5: Main wreckage
Source: ATSB
Wreckage examination
The wreckage was examined on-site and to the extent possible (given the post-impact fire). The following observations were made:
all components of the aircraft were accounted for at the site
there were no indications of pre-impact structural failures
flight control continuity was established
propeller damage and propeller strike marks observed in the trees were indicative of the engine producing power at the time of impact
there were no indications of pre-impact damage or defects to the engine
the flaps were fully retracted (although only the right wing was able to be examined due to fire damage)
there was no indication of a pre-impact, inflight fire (although the extent that this was able to be verified was limited due to the post-impact fire).
Further investigation
To date, the ATSB has:
examined the wreckage
recovered aircraft components and other items for further analysis
interviewed relevant parties
collected aircraft and operator documentation
collected the pilot’s records.
The investigation is continuing and will include:
further review of aircraft and operator documentation
further review of the pilot’s records
further review and examination of aircraft components and other items recovered from the accident site
further analysis of flight path information from the aircraft’s GPS tracking device
review of the risk controls in place for low-level survey work.
Should a critical safety issue be identified during the course of the investigation, the ATSB will immediately notify relevant parties so appropriate and timely safety action can be taken.
A final report will be released at the conclusion of the investigation.
Acknowledgements
The ATSB would like to acknowledge the significant assistance provided by the Western Australia Police Force and Poseidon Nickel Ltd during the onsite investigation phase.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
On 11 March 2022, at about 1050 local time, the pilot of a Bell Helicopter Company B206L-1, registered VH‑BHF and operated by Heli Surveys Pty Ltd, departed Jindabyne aerodrome, New South Wales, to conduct a weed survey task on behalf of the New South Wales National Parks and Wildlife Service (NPWS). On board were the pilot and 4 NPWS officers. At about 1112, at a low level and low speed over the Snowy River, control of the helicopter was lost. While attempting an emergency landing in the river, the helicopter collided with a large boulder. Three of the occupants received serious injuries and 2 received minor injuries. The helicopter was destroyed.
What the ATSB found
The ATSB found that, to conduct the weed survey above the riverbank, the helicopter was flown at low-level, at a slow speed, and yawed to the right by about 45°. It was also noted that the helicopter was operating at a high gross weight and higher density altitude. In combination, these conditions were conducive to the onset of a loss of tail rotor effectiveness. As such, it was likely that a loss of tail rotor effectiveness occurred at an insufficient height to recover and avoid a collision with terrain. Following the collision into the river, the carriage of dedicated emergency locator transmitting devices allowed for a timely response for retrieving the occupants.
Further, one of those on board was not required for the survey task, which unnecessarily exposed them to the risks associated with low-level flight. While the client’s operating procedures referred to ‘essential personnel’, they did not provide a definition or specify the roles and responsibilities of these personnel.
The ATSB also identified that the operator’s risk assessment for low-level operations did not contain the hazard and control measures to avoid the likelihood of loss of tail rotor effectiveness. Further, there was no requirement for its pilots to conduct pre-flight risk reviews to ensure that operations could be conducted without unacceptable safety risk.
What has been done as a result
Heli Surveys conducted a review of its risk management processes and made changes to its operational conduct. Its changes focused on identifying flight‑related hazards that included loss of tail rotor effectiveness and compiling mitigation controls in a dedicated risk assessment. Other changes included the introduction of a ‘Hazardous Flight Conditions’ course for pilots and a requirement for flight crews to ensure that only essential crew were to be on board its helicopters.
The NPWS revised its aviation safety policy and developed an aviation safety management system to enhance safety and manage risk across its aviation activities and operations. To define essential personnel, the NPWS committed to developing detailed task profiles to ensure that the roles and responsibilities of all personnel were clearly defined and committed to the development of task‑specific risk profiles to manage risks associated with its aerial work activities.
Safety message
Survey flights, particularly when performed in alpine environments, are generally conducted at low level and slow speeds. This creates a high-risk operating environment that requires effective risk management. Risk management should include an overarching pre‑operational risk assessment to identify the hazards and risks common to that type of operation. This assessment can then be used to inform the management of risk for specific taskings including a pilot’s pre-flight risk review, to ensure the operation can be conducted safely.
This accident further highlighted the benefits of carrying multiple position transmitting devices. This not only eliminates potential doubt associated with transmissions generated from inadvertent beacon activation but can accelerate an emergency response.
The occurrence
On 11 March 2022, at about 1050 local time, the pilot of a Bell Helicopter Company B206L-1 helicopter, registered VH‑BHF and operated by Heli Surveys Pty Ltd, departed Jindabyne aerodrome, New South Wales, to conduct a low-level English Broom weed[1] survey task on behalf of the New South Wales National Parks and Wildlife Service (NPWS) (Figure 1). On board were the pilot and 4 NPWS officers.[2]
Following departure, the flight tracked north along the western side of Lake Jindabyne and at about 1055, the pilot turned north-west and tracked upstream along the Snowy River before turning south-west towards Island Bend. At about 1102, the helicopter passed overhead Island Bend where a clump of the weed was located. This local infestation provided an opportunity for the NPWS officers to familiarise themselves with spotting the target weed in the local environment, to assist with identification during the survey.
From Island Bend, the flight continued south-west, following the course of the river. At 1110:35, the helicopter approached Guthega (Munyang) hydro‑electric power station where the pilot commenced a left turn, to pass to the east of the power station.
Figure 1: VH-BHF flight path from Jindabyne aerodrome to Guthega power station with inset showing location relative to capital cities
Source: Google Earth and TracPlus data, annotated by the ATSB
At 1110:47, and now south of the power station, the pilot commenced a right, high orbit to remain clear of power lines in the area and return towards the river course.
By 1111:17, the helicopter was heading downstream above the southern riverbank and established in a descent towards the river in preparation for commencing the weed survey (Figure 2).
Corroborating reports from the occupants of the helicopter, which included the pilot, indicated that due to the seating position of the NPWS officers (3 seated on the left side of the helicopter), the later part of the descent was conducted with the nose of the helicopter yawed to the right about 45°. The right yaw was in response to the officers’ request to provide the best view of the riverbanks for them to identify and map the locations of the English Broom weed. The officers reported that they asked the pilot to fly lower and sideways to enhance their view. The pilot reported to the ATSB that, prior to setting up the right yaw position, the helicopter’s speed was about 30 kt and they noted they had sufficient power with no abnormal engine indications.
As the helicopter descended past Pipers Creek, the pilot reported that their vision of trees and other obstacles was obscured by the helicopter’s instrument console. To improve their vision for the final descent to the river, the pilot indicated that they ‘touched’ the left anti-torque pedal[3] to straighten the helicopter ‘a bit’, upon which the helicopter started an uncommanded yaw[4] to the right.
In interview with the ATSB, the pilot stated that they believed they had full and free movement of the anti-torque pedals until the uncommanded yaw to the right started. After the yaw started, they felt that the helicopter did not respond to their pedal inputs, but they could not recall exactly what inputs they made. The pilot did not recollect any shock loading of the tail rotor, such as from a bird or tree strike. The officers reported that, when the uncommanded right yaw started, they thought it was a pilot‑initiated turn and that they were clear of trees and there were no physical knocks or signs of a failure before the yaw commenced.
After the first turn, when the helicopter was facing downstream, the pilot attempted to gain forward speed, but the helicopter continued to yaw right, and the yaw rate started to accelerate. At 1111:58, when about 200 m past Pipers Creek, the pilot reported realising their only landing option was in the river and, to do so, they rolled the throttle to idle, which stopped the yawing motion. The helicopter entered an autorotation[5] with the pilot aiming for a spot in the river. The pilot attempted to cushion the landing but did not see a large boulder in the water at their aim point.
At 1112:04, the helicopter collided with terrain. Three occupants received serious injuries, and 2 sustained minor injuries. The helicopter was destroyed.
Figure 2: Approach to Guthega power station, orbit to the south, descent and collision with terrain
Source: Google Earth and TracPlus data, annotated by the ATSB
At the time of the accident, the operator had another helicopter in the local area conducting sling‑work operations. At around 1130, the pilot of that helicopter, who was also the head of flying operations, received a report[6] of an alert notification from the emergency locator transmitter on VH‑BHF, and a subsequent report of a personal locator beacon activation. Aided by their onboard resources, the pilot identified the last recorded position of VH-BHF that was transmitted by its satellite‑based tracking system (TracPlus) and immediately ceased the sling-work operation and departed for that recorded position. While enroute, the pilot notified emergency services and directed their ground‑based resources in the local area to the expected helicopter location.
The pilot located VH-BHF at about 1138 and confirmed the accurate position with emergency services. While surveying the scene from overhead, they were joined by another of the operator’s helicopters, and that pilot was able to unload an air crew person at the accident site. The air crew person was equipped with a first aid kit and provided a communications link between the ground and the overhead helicopters. At about 1210, the operator’s ground-based staff arrived to provide assistance and reported that emergency services had started to arrive. Following initial treatment, 3 of the injured persons were airlifted to hospital while the remaining 2 were able to walk from the site to awaiting ambulances.
Context
Personnel information
Pilot
Qualifications and experience
The pilot held a valid class 1 aviation medical certificate and a Commercial Pilot’s Licence (Helicopter) with single‑engine helicopter and low‑level rating, and a gas turbine endorsement. The operator’s pilot record sheet, dated 2 November 2021, indicated the pilot had accrued 900 hours turbine experience from a total of 2,065 flying hours experience. The pilot had also logged 530 hours aerial work and low flying, and 20 hours mountain flying. In the 28 days prior to the accident, the pilot had accrued 47.1 hours flight time, and 98.7 hours in the previous 90 days. In total, the pilot had 145 hours experience on the Bell 206L-1 helicopter, which included 9.3 hours in the previous 90 days.
Operator training
The pilot joined the operator, Heli Surveys, in early November 2021. On 21, 22 and 23 October 2021 they completed 6 pre-employment check flights on the AS350 helicopter with a contracted training and checking organisation. The syllabus for the checks included low flying within the normal procedures and tail rotor malfunction, autorotation, fire, jammed controls and system failures within the emergency procedures.
The pilot reported that a loss of tail rotor effectiveness (LTE) (refer to section titled Loss of tail rotor effectiveness) would have been covered in their training history at some stage but could not recall any specific occasion, and that they had never experienced it before in flight. The operator’s head of flying operations (HOFO) reported that they conducted a flight with the pilot before they were released to line and was impressed with their attention and focus on control of the helicopter during take-off and landing. The HOFO did not specifically discuss LTE during their flight with the pilot but did discuss mountain and survey operations. They further reported that they considered LTE a component of the low-level flying conducted in the pilot’s pre‑employment check flights.
National Parks and Wildlife Service officers
The National Parks and Wildlife Service (NPWS) team on board consisted of:
A task coordinator who had the lead role in terms of liaising with the pilot and the other officers and was logging the location of the English Broom weed on a hand-held electronic device.
Two officers designated as primary observers (spotters). Their role was to look for the weed, and when a plant was identified, advise the coordinator. One of these observers was logging the position of the weed on a hand-held electronic device.
Another NPWS officer had joined the group given their employment as the area ranger. The survey task had provided the opportunity for the officer to familiarise themselves with the area from the air and observe the conduct of the weed survey task. While the officer did not have a specific function to perform for the survey, they assisted the team in locating the English Broom weed.
Helicopter information
General
VH-BHF was a Bell Helicopter Company B206L-1 powered by a Rolls-Royce model 250‑C30P gas turbine engine driving a 2‑blade main and tail rotor system. It was manufactured in the United States in 1979 and assigned serial number 45164. The helicopter was issued with an Australian Certificate of Airworthiness on 7 April 1987 and first registered in Australia on the same date. Including the pilot, the helicopter provided seating for 7 occupants. At the time of the accident, the helicopter had accumulated about 11,849 hours, total time in service.
Recent maintenance history
At the last 100-hour periodic inspection on 27 November 2021, a maintenance release was issued, permitting night visual flight rules[7] operations. The maintenance release showed that an engine hot start defect had been recorded in December 2021. Rectifications for that included the replacement of the engine turbine assembly, and post‑repair power assurance checks that were certified as completed on 14 February 2022, deeming the engine serviceable. The maintenance release also showed that:
other than items that would be addressed during a daily inspection, no maintenance was due
there were no defects that required rectification before the next flight
the helicopter had been flown for about 22 hours from when the maintenance release was issued prior to the accident.
Modifications
The helicopter was fitted with Van Horn Aviation 2062200-101/-301 tail rotor blades with a United States Federal Aviation Administration (FAA) approved rotorcraft flight manual supplement (206L1‑FMS‑901). The supplement stated that the tail rotor blade design increased the stall margin, thereby improving high altitude performance:
Satisfactory stability and control has been demonstrated in relative winds of 30 MPH (26 knots) sideward and rearward at all loading conditions…
The helicopter was also fitted with main rotor yoke part number 206-011-149-101 allowing flight operations up to a gross weight limit of 1,882 kg (4,150 lb), up from 1,837 kg (4,050 lb) as stated on the type certificate data sheet.
Weight and balance
The ATSB completed weight and balance calculations for the helicopter, considering the pilot and 4 NPWS officers on board. Including fuel, baggage and cargo, the helicopter all‑up weight at take‑off was determined to be about 1,842 kg, 40 kg below its gross weight limit of 1,882 kg, and within its centre of gravity limits. Accounting for fuel burn-off, the helicopter’s all-up weight at the time of the accident was about 1,799 kg, 83 kg below its gross weight limit.
Meteorological information
The Bureau of Meteorology grid point wind and temperature forecast (relevant to the accident) for 1100 on 11 March 2022 was 5 kt of wind from the west (280°) and a temperature of 8°C at 5,000 ft. The graphical area forecast, valid from 1000, was for visibility greater than 10 km with scattered[8] stratus cloud between 2,000 ft and 3,500 ft until 1100.
The nearest aerodrome with an automatic weather information service was Cooma, New South Wales, located 50 km east of the accident site at an elevation of 3,106 ft. The recorded conditions at Cooma at 1100 were a wind of 9 kt from 030°, visibility greater than 10 km, no cloud detected, a temperature of 13°C and QNH[9] at 1021.
The pilot reported fine weather conditions with light winds from the south-west of no more than 5 kt when in the vicinity of the power station, dropping to nearly nil wind conditions once below treetop height on descent towards the river. The NPWS officers reported that the weather was calm. One of the first responders provided a similar report of light and variable winds, as they noted that the wind conditions allowed each rescue helicopter to assume a different heading while hovering as the injured persons were winched on board.
A similar report regarding local weather conditions was received from the operator who maintained an airborne presence during the initial discovery of the wreckage and throughout the rescue operation. They described the conditions on the day as very good with visibility greater than 10 km and wind speed predominantly below 5 kt. They added that there was a very light wind flowing in the downstream direction of the river at the accident site.
Recorded data
A TracPlus™ RockAIR tracking device was recovered from the helicopter following the accident. The device recorded global positioning system tracking information at a frequency of 1 Hz on a removable micro-SD card. ATSB analysis of the recorded data for the last 60 seconds of the flight is shown in Figure 3 for illustrative purposes.
For a period of about 32 seconds before the helicopter started to yaw, the recorded data indicated that its groundspeed was below 25 kt and further decreased below 20 kt about 5 seconds before the yaw began. About 3 seconds after the yaw commenced, and from a height of about 200 ft above ground level, the helicopter’s rate of descent (vertical speed) increased and reached a peak of about 2,500 ft/min, consistent with the pilot rolling off the throttle and entering an autorotational descent. The data indicated that the yaw lasted for about 5 seconds and was arrested within about 3 seconds of the start of the descent. When the yaw stopped, the helicopter’s height was about 65–100 ft above ground level.
Figure 3: Ground positioning system flight tracking data over the last 60 seconds of recording
Graphical representation of flight data showing helicopter forward and vertical speeds, altitude, height above terrain and helicopter track with descriptive comments added. Source: TracPlus data, accessed and annotated by the ATSB
Wreckage and impact information
The accident site was located less than 600 m downstream from the Guthega power station (Figure 2) and 20 km north-west of Jindabyne, New South Wales. The helicopter landed on top of a large boulder in the shallows of the Snowy River and came to rest on a heading of 310°, with the fuselage canted significantly to the right (Figure 4).
The helicopter struck the boulder at a point forward of the external cargo hook fuselage mount and slightly aft of the forward skid gear cross tube. The impact with the boulder structurally damaged the helicopter, breaking the forward cockpit section from the cabin area, and resulted in the tailboom partially fracturing near its fuselage attachment point.
The tailboom fracturing and subsequent deflection likely resulted in a tail rotor ground strike and loss of a portion of a tail rotor blade, which was not recovered from the site. Apart from the missing section of tail rotor blade, the rest of the helicopter was present at the accident site. No evidence of a bird or in-flight tail rotor strike was identified and there was no post‑impact fire.
The location of the helicopter in the riverbed and the surrounding environment precluded a complete examination of the wreckage at the accident site. The operator reported receiving advice that anticipated water inflows at Guthega Dam would result in increased water levels downstream of the dam from water exiting the uncontrolled spillway. In response, the wreckage was removed from the accident site at the earliest opportunity, airlifted from the riverbed and relocated to a secure site in Cooma for detailed examination.
Figure 4: VH-BHF following collision with terrain against large boulder in the Snowy River, New South Wales
Source: ATSB
The ATSB’s site examination did not reveal any pre-existing defects that may have affected the operation of the helicopter or its systems. The detailed examination of the flight control systems in Cooma did not identify any pre-existing defects that may have affected the control of the helicopter.
Where evidence of structural fractures and breaks were identified, the failures were found to be fresh and were attributed to being either collision‑related, or as the result of torsional overload forces. Of note was the torsional overload of the tail rotor driveshaft at the tail rotor gear box location. This indicated that the driveshaft was driving the tail rotor when the tail rotor experienced a sudden stoppage (Figure 5).
The engine presented as intact, securely mounted, and with controls functional but with restricted movement due to fuselage damage. The compressor and turbine were found to spin freely. No defects were identified with the supply, delivery and quality of the fuel that was available to the engine.
The seating configuration of the helicopter consisted of 2 cockpit seats and, in the cabin section, a centre row of 2 aft-facing seats and a rear row of 3 forward‑facing seats. For the accident flight, the pilot was in the front right seat with an NPWS officer (coordinator/recorder) in the front left seat, another officer (area ranger – observer) in the centre row left seat (facing rearwards), and the 2 remaining officers in the left (observer/recorder) and right (observer) seats of the rear row (Figure 6). Each seat was equipped with a 4-point restraint harness.
Figure 6: VH-BHF cockpit and cabin seating layout and NPWS officers’ functional positions
Bell 206 LongRanger III seating layout adopted for illustrative purposes only. Source: FlyFlapper.com annotated by the ATSB
Injuries
The pilot, task coordinator, and observer in the rear‑facing cabin seat sustained serious injuries. The 2 observers in the rear row received minor injuries.
Evacuation
While airborne above the accident site, the HOFO reported they contacted the power station and advised them of the accident downstream of their location and for consideration of the possible impact on power generation commitments. They were advised that power generation would be postponed, however, water levels downstream of Guthega Dam were dependent on natural inflows and outflows from the dam.
At interview, 2 of the NPWS officers advised that they were aware that the water level would likely rise in response to power generation activity. As a precaution, after assisting the injured with evacuating from the helicopter, they were immediately moved to higher ground.
Survival equipment
The NPWS aviation standard operating procedure for low-level flying specified that, when engaged in such activities, helicopters were to carry an emergency locator transmitter (ELT) and be fitted with a tracking system that could be tracked by the agency. As such, the helicopter was equipped with an ELT, and a survival pack that included a personal locator beacon (PLB), a first aid kit and a satellite phone. A TracPlus RockAIR device was also mounted on the instrument console, which provided real-time location tracking of the helicopter through GPS technology. The tracking device was designed to transmit an alert if a sudden impact of 16g or more for a period greater than 10 milliseconds was detected.
ELT and PLB emergency radio beacons are used to provide a location fix on a person, aircraft or other vehicle (ATSB, 2013). ELTs are usually fixed in an aircraft and are designed to activate automatically during an impact, typically by a g-force[10] activated switch but can also be wired to be manually activated by a cockpit-located switch usually mounted within reach of the pilot or a front‑seat passenger. PLBs are designed for personal use and may be carried on the person or carried as part of a survival kit. They are manually activated and may be used as an alternative to a fixed ELT, provided certain requirements are met.
In the event of an accident followed by beacon activation, the aircraft wreckage and its occupants can be located quickly by search and rescue authorities. Finding the aircraft wreckage quickly not only increases the chance of survival of the occupants but also reduces the risk to pilots of search and rescue aircraft who commonly need to operate in marginal weather conditions and over mountainous terrain (ATSB, 2013).
The collision resulted in both the ELT and tracking device activating. The collision alerts were received by the operator (HOFO) and were followed by a third report of a PLB that was manually activated by one of the NPWS officers. This allowed the HOFO to promptly identify the last known position of VH-BHF and commence an emergency response. The operator reported that the multiple transmissions from independent sources provided the surety that a distress situation existed.
Operational information
Helicopter performance
The out-of-ground effect performance chart in the B206L-1 rotorcraft flight manual indicated the helicopter had the performance required to hover out-of-ground effect at the elevation and temperature conditions for the accident. The accident site was located at an altitude of 4,308 ft. Accounting for temperature and QNH, the density altitude for the flight just prior to the accident was calculated to be about 4,500 ft.
The recorded data for the flight indicated that the groundspeed had dropped below 20 kt before the loss of control, and accounting for density altitude influence, this equated to a calibrated[11] airspeed of about 1–2 kt below the groundspeed in nil wind. The height and airspeed of the helicopter at this time placed it inside the avoid area of the height-velocity diagram[12] (Figure 7 – left). The helicopter’s weight and density altitude also placed the operation outside of the weight-altitude limit for the height-velocity diagram (Figure 7 – right).
Consequently, the helicopter was operating in a region of the flight envelope where there was no assurance that a safe autorotation could be made without damage and injuries to occupants. At interview, the operator advised that flight operations in the avoid area was common practice, and necessary to effectively and accurately conduct a weed survey task.
Figure 7: B206L-1 flight manual performance charts showing operational caution zones and VH-BHF relative position in preparation for survey task
Source: Bell Helicopter Company, annotated by the ATSB
Aerial work operations
Heli Surveys
Heli Surveys Pty Ltd was approved by the Civil Aviation Safety Authority (CASA) to conduct various flight operations including Civil Aviation Safety Regulation (CASR) Part 138 aerial work operations. Its aerial work operations were varied and included roles associated with feral animal control and survey flights of pest animals, weeds and power lines.
Part 138 aerial work operations
CASR Part 138 and the Part 138 (Aerial Work Operations) Manual of Standards (MOS) addressed the certification, operational and safety risk management requirements for operators engaged in aerial work operations (CASA, 2021e). At the time of the accident, aerial work encompassed the core activities of external load operations, dispensing operations or task specialist operations.[13] Advisory circular AC 138-01 v1.0 Part 138 core concepts defined task specialist operations as:
carrying out a specialised activity using an aircraft in flight and includes training for such an activity. An example of a task specialist operation is a low level weed survey or pipeline inspection.
Additional guidance for aerial work operations applicable at the time of the accident was provided in advisory circular AC 138-05 v1.1 Aerial work risk management (July 2021b) and the Part 138 Acceptable means of compliance and guidance material – Aerial work operations v2.2 (December 2021f).
Conducting the survey flight
At interview, the HOFO described the accident task as an ad hoc type survey in which the helicopter would be flown up-valley and then down-valley to view both sides of the river and that the airspeed, direction and height was not prescribed. The HOFO expressed the view that the optimum profile for survey flights was a height of 300 ft and airspeed of 55 kt. However, if adopting that profile, it would make it impractical to identify English Broom weed in surveys of the Snowy River.
The HOFO reported that, from experience, they did not consider that it was unusual when the client presented with 4 NPWS officers for the conduct of the survey flight. In terms of managing client requests, all pilots are provided with a ‘stop work authority’ and can therefore decline a client request if they perceive a safety of flight issue.
The NPWS officers indicated that, on the morning of the accident flight, they discussed their English Broom weed survey plan while waiting for the pilot and helicopter to return from a prior task. After the pilot arrived, they completed the operator’s online induction and a safety brief with the pilot and then briefed the pilot on their plan for the weed survey.
None of the officers had previously met the pilot who they understood was new to the company and had not previously done the English Broom weed survey task with them. They reported that the pilot was operating in a cautious manner and appeared to be safety‑conscious, advising them all to speak-up if they identified any hazards during the flight. On departure, the pilot made a radio call to their NPWS contact for flight‑following purposes, and they conducted a hazard identification for wires during the flight upstream to the Guthega Power Station.
Persons permitted on board during aerial work operations
For aerial work operations conducted under Part 138, CASA advisory circular 138-01 specified that persons who were permitted on board must be categorised as either:
crew members (including flight crew, air crew and task specialists)
passengers that meet the requirement to be aerial work passengers.
The advisory circular further defined an air crew member, task specialist and aerial work passenger as:
Air crew member
An air crew member…includes crew members who carry out a function during the flight relating to the safety of the aircraft.
Task specialist
A task specialist … includes crew members who carry out a function for the flight relating to the aerial work operation (as distinct from a safety related role).
Examples of a task specialist would include a camera operator that operates an external camera pod, or an aerial shooter used in an animal culling operation.
A task specialist will require training to be inducted into the operation and to ensure they are competent in carrying out their assigned function as a member of the operator's crew.
Aerial work passenger
…are persons who are closely associated with the purpose of the aerial work operation. Their presence in the aircraft must not be for mere convenience or enjoyment.
Examples of such persons would include: Personnel involved in carrying out or supporting a mustering activity carried on a positioning flight before or after the mustering operation, such as ground based personnel to assist with refuelling or for opening and closing of gates etc. and yarding of stock for the mustering operation…
In most circumstances aerial work passengers do not require training before their carriage on an aerial work operation or a positioning flight, but they will in all cases (except for some notable situations, such as a person being rescued) require a safety briefing prior to the flight...
On the accident day, as the helicopter was being used to conduct a low-level weed survey activity, it met the definition of a task specialist operation. In terms of the roles as defined above, the pilot was the only flight crew member and there were no air crew members. The 3 NPWS officers with the roles of task coordinator and primary observers would be classed as task specialists. While the area ranger assisted with the task, they reported that they were on the flight as an opportunity for familiarisation of the survey area.
Operational hazards
CASA flight crew licencing uses a competency-based training and assessment system for pilots. Various competencies are required to be demonstrated by pilots during both initial and recurrent licence testing. The competencies vary by aircraft type and licence type.
For pilots to achieve their helicopter rating, they are required to demonstrate that they have the skills and underpinning knowledge to manage abnormal and emergency situations in helicopters (CASA, 2021c). The range of situations include, but are not limited to:
key hazards – underpinning knowledge of their causal factors, contributing operational situations, avoidance and recognition of symptoms and recovery techniques that include:
the impact of high gross weight and high-density altitude on key hazards
techniques for how to avoid a potentially hazardous situation whilst in flight.
These competencies were consistent with the list of hazards detailed in the jointly developed CASA and Civil Aviation Authority of New Zealand helicopter flight instructor manual, issue 3 (CASA, 2012). The instructor manual differentiated hazards from emergencies, which are the technical failures particular to the helicopter model and addressed in the flight manual emergency procedures section.
To be licensed for low-level helicopter operations, pilots must demonstrate skills to safely conduct low‑level operations include managing variable terrain and weather, surface conditions, loose objects and personnel. The required underpinning knowledge related to critical operational conditions that included retreating blade stall,[17] vortex ring state, over pitching and loss of anti‑torque or tail rotor effectiveness (CASA, 2021c).
The ATSB reviewed the emergencies and hazards chapter of the FAA Helicopter Flying Handbook (2019) and found key operational hazards presented were the same as those that CASA required pilots to demonstrate. The FAA handbook provided a thorough description of each of the key hazards, which included techniques for avoidance and recovery. The FAA handbook also reported the following about LTE events:
Certain flight activities lend themselves to being more at high risk to LTE than others. For example, power line and pipeline patrol sectors, low-speed aerial filming/photography as well as in the Police and Helicopter Emergency Medical Services (EMS) environments can find themselves in low and slow situations over geographical areas where the exact wind speed and direction are hard to determine.
Loss of tail rotor effectiveness
Introduction
Loss of tail rotor effectiveness (LTE) or unanticipated yaw is a phenomenon that can occur in single main rotor, tail rotor-equipped helicopters. It is a condition that occurs when the air flow through a tail rotor is changed in some way, by altering the angle or speed at which the air passes through the rotating blades of the tail rotor disc (FAA, 2019). If uncorrected, LTE can result in loss of control of the helicopter and serious to fatal occupant injuries. In 1995, the FAA published advisory circular 90-95 Unanticipated right yaw in helicopters, which described a loss of tail rotor effectiveness as:
…a critical, low-speed aerodynamic flight characteristic which can result in an uncommanded rapid yaw rate which does not subside of its own accord and, if not corrected, can result in the loss of aircraft control.
Any manoeuvre which requires the pilot to operate in a high-power, low-airspeed environment with a left crosswind or tailwind creates an environment where unanticipated right yaw may occur.
LTE is not related to a maintenance malfunction and may occur in varying degrees in all single main rotor helicopters at airspeeds less than 30 knots.
Single-rotor helicopters manufactured in the US, such as the Bell 206, have main rotors that rotate anticlockwise when viewed from above. When powered, their rotation produces a torque reaction or tendency of the helicopter to turn in the opposite direction, which is a right yawing motion from the pilot’s view. The tail rotor thrust provides the anti‑torque control. An effective tail rotor relies on a stable and relatively undisturbed airflow in order to provide a steady and constant anti-torque reaction (FAA, 2019).
The FAA AC described 3 wind conditions conducive to the onset of LTE. One of these conditions refers to the relative wind[18] azimuth of 285° to 315°, which can produce ‘main rotor disc vortex interference’ with the tail rotor (Figure 8) and is described as:
As the main rotor vortex passes the tail rotor, the tail rotor angle of attack is reduced. The reduction in the angle of attack causes a reduction in thrust and a right yaw acceleration begins. The thrust reduction will occur suddenly and, if uncorrected, will develop into an uncontrollable rapid rotation about the [main rotor] mast.
The relative wind from the critical quadrant may present when the nose of the helicopter is pointing forward (Figure 8), or the condition is generated when the helicopter is flown with the nose sufficiently yawed to the right.
Figure 8: Main rotor disc vortex interference with tail rotor
Source: FAA Helicopter Flying Handbook (FAA, 2019), annotated by the ATSB
Factors affecting loss of tail rotor effectiveness
Other than main rotor blade action affecting the quality of the airflow about the tail rotor disc and impacting its ability to provide useful thrust, additional factors are also considered when discussing LTE. According to the FAA Helicopter Flying Handbook (2019):
The design of main and tail rotor blades and the tailboom assembly can affect the characteristics and susceptibility of LTE but will not nullify the phenomenon entirely.
FAA AC 90-95 also identifies other factors that influence the severity of the onset of LTE including:
Gross Weight and Density Altitude. An increase in either of these factors will decrease the power margin between the maximum power available and the power required to hover. The pilot should conduct low-level, low-airspeed manoeuvres with minimum weight.
Recovery technique
The Bell 206L-1 rotorcraft flight manual revision 14 did not have an emergency procedure for LTE but did have a procedure for a complete loss of thrust under the heading tail rotor control failure, which was a mechanical failure. Following the procedure for a complete loss of thrust, pilots were to reduce the throttle to idle and immediately enter an autorotation while maintaining a minimum airspeed of 52 kt during the descent.
The FAA AC 90-95 recommended recovery technique from LTE was:
a. If a sudden unanticipated right yaw occurs, the pilot should perform the following:
(1) Apply full left pedal. Simultaneously, move cyclic[19] forward to increase speed. If altitude permits, reduce power.
(2) As recovery is effected, adjust controls for normal forward flight.
b. Collective[20] pitch reduction will aid in arresting the yaw rate but may cause an increase in the rate of descent. Any large, rapid increase in collective to prevent ground or obstacle contact may further increase the yaw rate and decrease rotor rpm.
c. The amount of collective reduction should be based on the height above obstructions or surface, gross weight of the aircraft, and the existing atmospheric conditions.
d. If the rotation cannot be stopped and ground contact is imminent, an autorotation may be the best course of action. The pilot should maintain full left pedal until rotation stops, then adjust to maintain heading.
Heli Surveys operations manual
The Heli Surveys Operations Manual volume 10 – Specialist operations, prescribed the operator’s general low flying requirements. Paragraph 0.7.3, under Conduct of flight during low flying stated the following:
Pilots shall be aware of recovery techniques and avoid flight configurations which could include:
• Vortex ring/ settling with power.
• Tail rotor vortex ring or loss of tail rotor effectiveness.
• Downwind operations outside the aircraft performance envelope.
• Loss of close visual cues to indicate actual aircraft relative movement and out of wind operations (particularly over water), leading to possible unanticipated control difficulties.
The operations manual did not include any avoidance or recovery procedures for LTE nor any reference material to address this condition.
Safety risk management
Aerial work risk management
Pre-operational risk assessment
CASR Part 138 required an operator conducting aerial work to undertake risk assessments of its operations. The Part 138 MOS and corresponding advisory circular (AC 138-05 v1.1) detailed a layered approach to risk assessments. One of the key requirements was that an operator should undertake an overarching assessment (pre‑operational risk assessment) to consider and evaluate the risks associated with its proposed operations, in this case, low-level helicopter survey. This assessment recognised the underlying principles of CASR Part 138, where the risks and hazards associated with a type of aerial work operation are common to that type of operation. The MOS indicated that the matters to be considered for such an assessment included:
• the operation and its particular characteristics
• the location of the operation and its particular characteristics
• the aircraft to be used in the operation, its particular characteristics, and its performance
• the qualifications and experience of the crew members to be used in the operation
• the hazards, external to the aircraft, that may be met in the course of the operation.
The operator is required to gather data for inclusion in the pre-operational risk assessment using a range of sources. Acknowledging that certain risk factors may be common to all operators, may be particular to the aircraft type operated or may be unique to the operator; potential sources include, but are not limited to (CASA, 2021b):
CASA ‘sector risk profiles’ for the varying types of operations
ATSB incident and accident reports
industry association safety reports
manufacturers' safety bulletins and advisory notices
input from experienced pilots and other operators.
Once the pre-operational risk assessment has been populated, it should be updated over time to include lessons learnt from previous operations. It should also form part of the operator’s operations manual.
Flight risk management plan
The results of the pre-operational risk assessment were to be considered when preparing the flight risk management plan, which was specific to an individual flight or task within the type of operation. The plan should outline the specific mitigators or risk controls that were to be used during the flights.
Pre-flight risk review
The next step was for the pilot, on behalf of the operator, to conduct a pre-flight risk review, with reference to the pre‑operational risk assessment, flight risk management plan, and the most recent data for the operation. The review was to be completed prior to the commencement of the operation and was to consider the conditions and circumstances that existed at the site or area at the time of the proposed activities. This ensured that the operation could be conducted without unacceptable safety risk.
Operator risk management
As per CASR Part 138, Heli Surveys was required to undertake risk assessment and mitigation processes and include those processes in its suite of operational documents. The Heli Surveys Operations Manual described that the operator would address its risk management obligations via the use of Safe Work Method Statements (SWMS).
The Heli Surveys Safety Management Systems Manual further detailed how risk was identified, controlled and documented. Their safety risk management process started with hazard identification, which included internal sources and external sources. A hazard was defined in their SWMS as ‘what could result in harm’ and was used to describe both the hazard and associated risk.
Internal sources for hazard identification included, but were not limited to:
safety assessments of systems and operations
voluntary and mandatory safety reports
inspections and audits.
Its list of external sources included, but was not limited to:
accident and incident reports
safety information bulletins, safety alerts and other safety publications from CASA, Airservices Australia, the ATSB and other authorities worldwide.
The operator had prepared SWMSs to comply with the CASR Part 138 requirements which was equivalent to a pre-operational risk assessment. As the accident flight was a low‑level survey operation in the Snowy Mountains, the 2 SWMS relevant to the flight were Low level surveys and aerial photography (henceforth referred to as Low-level surveys) and Alpine operations.
The SWMS documents provided the means to record the specific tasking event, the equipment and approvals that were relevant, and any specific checks or personal protective equipment required to perform the task. A risk matrix was also included. The risk matrix described the likelihood and consequence of each identified hazard and provided the means to assess the initial and residual risk level following the implementation of suitable risk controls.
The ATSB reviewed the SWMSs that were developed by the operator. A summary of the internal and external hazards that were identified by the operator are below (Table 1).
Table 1: Summary of hazards related to Safe Work Method Statements for low-level survey tasking and alpine operations
Low-level survey hazards
Alpine operations hazards
intercom failure
adverse weather events
high communication workload/distraction
inadvertent flight into instrument meteorological conditions
loose articles exiting aircraft
collision with powerlines/aerials
collision with objects while airborne
heavy landing – exceeding power requirements
inadvertent flight into instrument meteorological conditions
exposure – inappropriate dress for conditions
restraint harness issues
aircraft door issue
turbulence/windshear
The heavy landing hazard associated with the alpine operations SWMS was assessed by the ATSB to be related to the CASA flight crew licensing competency requirement to manage the hazard associated with overpitching. The SWMS provided some control measures, such as a power check, landing into wind and monitoring environmental conditions between a landing and take-off.
With the exception of the relationship between overpitching and the operator’s heavy landing hazard in its alpine operations SWMS, the ATSB did not find references to hazards associated with abnormal situations and emergencies specific to the operator’s unique activities in its SWMS. Of note, there was no reference to LTE and vortex ring state, and the impact of flight regimes and operations at high gross weights and density altitudes that may affect such hazards.
The operator reported that pilots were required to have read and understood the suite of SWMS documents, which were provided during their induction process and at scheduled intervals thereafter. However, there was no requirement for pilots to conduct a pre-flight risk review for low-level survey operations and reference the relevant SWMS when conducting pre-flight tasks in preparation for the activity. As such, the pilot had not conducted a review prior to the accident flight.
Client risk management
The NPWS (the client) had contracted Heli Surveys to conduct the weed survey operation. Its Aviation Safety Policy and related documents were provided to the ATSB. The policy identified a range of aviation operations that utilised rotary wing aircraft.
The policy adopted a risk management approach to aviation operations and safety. Key elements of the policy were the development and observance of aviation‑related standard operating procedures and the use of a job safety analysis (JSA).[21] The JSA assessed the risks associated with each task, which was equivalent to a flight risk management plan.
Regarding vegetation‑related activities that necessitated low-level flight operations, the NPWS provided several task-related JSA documents that identified specific hazards. The documents also detailed the control measures to be implemented to manage the associated risks. The JSA documents that were provided related to low-level flying in general, low-level flying when undertaking Scotch (English) Broom survey and aerial application (spraying) activities.
When engaging in those activities, a key control measure specified in the JSA advised that only ‘essential personnel’ were to be on board the operating helicopter. The NPWS reported that the suite of documents supporting aviation operations did not provide a definition of essential personnel nor was there a procedure on record that detailed the roles and responsibilities of NPWS personnel reflected in the JSA control measure.
Related occurrences
Loss of tail rotor effectiveness
Between 2013 and 2022, the ATSB received 16 notifications where the reporter advised of an LTE or unanticipated yaw event. Of the 16 notifications, 12 were investigated by the ATSB. Most of these resulted in nil to minor injuries to those involved and one serious injury and one fatality. Some of these investigations are described below.
On 19 January 2013, a Bell 206B3 helicopter was being operated on an aerial filming task over hilly terrain on the north-eastern outskirts of Perth, Western Australia. After hovering and manoeuvring at about 500 ft above ground level to allow the camera operator to record footage of a truck accident, the pilot conducted a right orbit to complete filming and depart the area. The pilot had initiated the turn when the nose of the helicopter moved left, then suddenly and rapidly to the right as the helicopter yawed and developed a rotation of about 5 revolutions.
The ATSB found that, when the pilot turned to the right to commence the orbit, the helicopter was exposed to a crosswind from the left while at an airspeed around the 30 kt threshold value for susceptibility to LTE, precipitating an unanticipated right yaw and temporary loss of control. The pilot regained sufficient control for a forced landing.
On 20 July 2015, the pilot of a Bell 206L3 (LongRanger) helicopter, registered VH-BLV, conducted a charter flight from Essendon Airport to Falls Creek, Victoria, with 5 passengers on board. The helicopter took off from Essendon close to its maximum take‑off weight.
When at 700 ft above ground level and tracking from the north-west, the pilot conducted a shallow approach towards the helipad at Falls Creek. As the helicopter descended to about 50 ft above ground level, the pilot found that significantly more power was required to conduct the approach than anticipated. The pilot assessed that there was insufficient power available to continue to land and elected to abort the approach. The pilot pushed forward on the cyclic to increase the helicopter’s airspeed and conducted a left turn.
As the helicopter turned left, it started to yaw rapidly towards the right. The pilot applied full left anti-torque pedal to counteract the yaw, but the helicopter continued to yaw. The helicopter turned through one and a half revolutions, as the pilot lowered the collective. Lowering the collective reduced the power demand of the power rotor system, thereby increasing the ability of the anti‑torque pedals to stop the right yaw. The combination of lowering collective and applying forward cyclic to gain forward airspeed, allowed the pilot to regain control of the helicopter. The pilot then conducted a left turn towards the helipad and made an approach to the helipad from an easterly direction. The helicopter landed following the second approach without further incident.
The ATSB’s report highlighted the importance for pilots to understand and avoid conditions that are conducive to unanticipated yaw or LTE and noted that pilots can reduce their exposure to LTE by maintaining awareness of the wind and its effect on the helicopter. Further, if a pilot encounters unanticipated yaw, quick application of the correct response is essential to recover control of the helicopter.
On 28 January 2019, the crew of a Sikorsky S-64E Skycrane helicopter was conducting firebombing activities when it collided with water at Woods Creek Dam, Victoria. The collision occurred following an approach to the dam to fill an external tank with water. The helicopter was crewed by 2 pilots, and a maintenance crew chief was also on board. Following the collision, all the occupants were able to exit the helicopter and swim to shore. One crewmember was seriously injured and 2 were uninjured. The helicopter was substantially damaged.
The ATSB found that the helicopter was placed in a steep flare, which contributed to the helicopter entering vortex ring state when on approach to the dam.
It was also noted that the operator’s operations manual stated that only flight crew and crew essential to the operation could be carried aboard the aircraft during firefighting operations. The operation could be conducted without the crew chief, and not all company crew chiefs were on board their aircraft during firefighting operations. While the crew chief had significant system and task knowledge, they were not required to be on board the helicopter.
On this occasion, their presence on board subjected them to the significant hazards associated with underwater egress. More generally, the carriage of additional personnel during specialised operations like firefighting exposes them to unnecessary risk.
On 21 May 2019, while engaged in a planned cull of feral animals in Kakadu National Park, Northern Territory, a crew of 3 were using a Bell 206B3 JetRanger helicopter for aerial platform shooting. While the helicopter was operating at about 50 ft above the ground, the engine decelerated to idle, resulting in an immediate loss of power, and subsequent collision with terrain. The 3 occupants (pilot, shooter and spotter) were seriously injured.
The investigation identified that it was normal practice across industry that an aerial culling task was performed with just 2 persons on board the helicopter, the pilot and a shooter. Experienced aerial shooters interviewed after the accident expressed a preference for carrying just the pilot and shooter on board to reduce risk to crew, carry more fuel to improve endurance and to complete more work. In 2016, the aerial culling task was redesigned for 3 crew, including a spotter. There was no formal risk analysis of the inclusion of the spotter position, or consideration of the potential benefits of improved data collection when weighed against operational difficulties in recording data, reduced efficiencies in operation, and increased exposure of employees to risk.
The investigation identified that, given the increased complexity and risk in low-level operations, the number of crew should be kept to a minimum. That is, only personnel essential for conducting the task should be carried.
Safety analysis
Introduction
On the morning of 11 March 2022, a Bell B206L-1 helicopter, registered VH-BHF, departed Jindabyne aerodrome, New South Wales, to conduct a weed survey task on behalf of the National Parks and Wildlife Service (NPWS). On board were the pilot and 4 NPWS officers. While descending towards the riverbed in the vicinity of the Guthega power station, the helicopter started an uncommanded yaw to the right. The pilot was able to stop the yaw but was unable to arrest the descent before the helicopter collided with terrain. The helicopter was destroyed. Three occupants received serious injuries, and the remaining 2 occupants received minor injuries.
The following analysis will discuss the uncommanded yaw, and the carriage of persons on the flight. It will also consider the risk management practices of both the operator and its client and discuss the emergency response following notification of the accident.
Helicopter position
The weed survey task was a low-level, low-speed flight activity. On the accident flight, in addition to the pilot seated in the front right seat, there was an NPWS officer in the front left seat and 3 NPWS officers in the cabin area with 2 seated on the left of the helicopter. With 3 of the NPWS officers seated on the left, the pilot was asked if the helicopter could be flown sideways to provide the best view of the target vegetation for those officers. In response, the pilot yawed the helicopter about 45° to the right of their track. Forward flight with the helicopter yawed 45° to the right, in calm wind conditions, produced a relative wind opposite to the motion of the helicopter, from an angle of about 315°.
Weight and balance data indicated that with the 5 occupants on board, the helicopter was operating within 100 kg of its maximum all-up weight. It was also operating at a density altitude of about 4,500 ft. As weight and density altitude increase, the margin between the power available and power required for the flight is reduced. Further, the flight data identified that the groundspeed of the helicopter was below 25 kt and further reduced to less than 20 kt for several seconds prior to the uncommanded right yaw. As there was little wind, the airspeed was close to the recorded groundspeed.
As described by the United States Federal Aviation Administration in its Helicopter Flying Handbook and advisory circular 90-95, there are certain conditions that can change the air flow through a tail rotor, subsequently resulting in a loss of tail rotor effectiveness (LTE). In this case, the combination of a low speed and right yaw placed the helicopter inside the region of main rotor disc vortex interference with the tail rotor, a condition conducive to the onset of LTE. The severity of the onset of LTE was further influenced by the high gross weight and density altitude.
Contributing factor
The sideways movement of the helicopter during the weed survey operation, combined with the high-density altitude, high gross weight, and low airspeed, were conditions conducive to the onset of a loss of tail rotor effectiveness.
Loss of tail rotor effectiveness
The pilot’s description of flying the helicopter with a significant amount of right yaw at about 30 kt was consistent with the recorded data at the start of their run from the Guthega power station. However, the speed slowly decayed below 20 kt just prior to an uncommanded right yaw when the pilot applied some left anti-torque pedal to straighten the helicopter and improve their vision on their approach to the river below. After the helicopter started yawing to the right, the pilot identified a forced landing site in the river and rolled the throttle back to idle, which stopped the yawing motion. The cessation of the yawing motion when the engine power was reduced indicated the yaw was being driven by the reaction to the engine torque applied to the main gearbox and there was insufficient anti-torque to prevent it.
The ATSB determined that there was no evidence of a pre-existing mechanical issue, and the helicopter had the performance capability to operate at the altitude of the survey area. However, the helicopter was positioned in the region of main rotor disc vortex interference with the tail rotor just prior to the loss of control. As such, the ATSB concluded that the uncommanded right yaw was likely an LTE event.
At the time of the event, the helicopter was operating at about 150 ft above ground level in the avoid area of the height-velocity diagram, in addition to which, it was also outside the weight-density altitude limits for the height‑velocity diagram. Therefore, there was no assurance a safe forced landing with minimal damage and injuries could be achieved from the height that the autorotation was commenced.
Contributing factor
It was likely that a loss of tail rotor effectiveness occurred at a height that was insufficient for the pilot to recover before the helicopter impacted the ground.
Operator’s risk management
As a Part 138 operator, Heli Surveys was required to adopt a layered approach to risk management. This approach included conducting a pre-operational risk assessment, which considered all the generic risks and hazards common to the type of operation, in this case, low‑level survey. Heli Surveys achieved this requirement through the Safe Work Method Statements (SWMS).
To inform the pre-operational risk assessment, a range of internal and external data sources could be used that considered the risks common to all low-level survey operators, particular to the aircraft type operated, or unique to the operator. For example, for low-level helicopter operations this may include hazards such as a high-density altitude, retreating blade stall, LTE, vortex ring state and over pitching. Therefore, it was foreseeable that hazards influenced by the particular operating environment would be included in the operator’s SWMS for both Low-level surveys and Alpine operations.
The ATSB reviewed the SWMS accounting for the circumstances of the accident. The SWMS incorporated heavy landings, adverse weather events, collisions with obstacles and hazards associated with the carriage of passengers and task specialists. In consideration of the operation and activities, which included the carriage of passengers and task specialists, the hazards identified by the operator appeared to be relevant. However, their SWMS did not address LTE, although this was identified in its operations manual as a condition specific to low flying and is a known hazard as discussed by the Civil Aviation Safety Authority and the United States Federal Aviation Administration.
The English Broom weed survey operation was conducted at low level and low speed, which were conditions conducive to the onset of LTE. Therefore, and in establishing the context for the operation, LTE was relevant. However, while the risk of LTE was not considered in the SWMS, the accident pilot was familiar with LTE and indicated that it had been covered in their training at some point. As a result, the ATSB was unable to determine if having LTE identified in the SWMS would have influenced the accident outcome. That said, the absence of this consideration did not allow for formal mitigation strategies to be implemented, nor provide assurance that the risk level associated with LTE was as low as reasonably practical. Consequently, there was a reliance on the underpinning knowledge and operational experience of the individual pilot to manage the risk of LTE.
In addition, as a requirement for Part 138 operators, the pre-operational risk assessment, or in this case the SWMS, was to inform the pre-flight risk review. This review was to be performed by a pilot, on behalf of the operator, before a flight commenced. The operator reported that such a review was not conducted for its low-level survey operations nor was one performed by the accident pilot. The merits of this process would have provided the operator an opportunity to validate the SWMS against the proposed operation and allow pilots to determine that the operation could be conducted without unacceptable safety risk.
Documenting and detailing known hazards and the associated risk controls in a dedicated SWMS, reviewed pre-flight, would complement a pilot’s underpinning knowledge. In turn, this would raise immediate awareness of the possibility of encountering hazards such as LTE when conducting a low-level survey task. Further, the pre-flight risk review would provide the means for all the participants involved to consider these critical operational conditions and associated controls. This would complement the safety briefing provided by the pilot in conjunction with the NPWS officers as they prepared for the accident flight.
Other factor that increased risk
The Heli Surveys safe work method statements for low-level survey and alpine operations did not identify the operational factors that could affect the control of the helicopter. There was also no requirement for its pilots to conduct a pre‑flight risk review for low-level survey operations. Combined, this limited the operator’s ability to manage the possibility of loss of tail rotor effectiveness and ensure that the risks associated with low-level survey operations were as low as reasonably practicable. (Safety issue)
Helicopter occupants
There were 5 occupants on the helicopter, including the pilot. It was very likely that the weed survey could have been completed with just the NPWS coordinator in the front left seat and 2 officers in the left and right rear forward‑facing seats. As such, they would meet the criteria of a task specialist as described under Part 138. If not required as a task specialist, and excluding the pilot, all others on board would be regarded as aerial work passengers and would not be permitted. As such, it was likely that the additional NPWS officer on board (the area ranger) was not fulfilling the role of a task specialist. The additional person’s presence appeared to be motivated by opportunity, and while it was acknowledged that they could contribute as a survey team member, their involvement was not essential to a successful task outcome.
Given the nature of the task and the operating conditions under which it was being conducted, the inclusion of personnel who were not essential to fulfilling the task outcomes exposed them to the risks of low-level helicopter flight and, in the event of an accident or incident, potential injury. On this occasion, the occupant who did not have a specific role to perform, for either the spotting or logging activity, was seriously injured in the accident when operating at low level with limited landing options available due to the surrounding terrain.
Contributing factor
The carriage of an additional person on board the helicopter who was not essential to the tasking, exposed them to risks associated with low flying operations over inhospitable terrain.
Client’s risk management
The client (NPWS) arranged for the survey flight to be undertaken, and its officers presented at Jindabyne to board the helicopter on the appointed day. Risk assessments covering low-level flying operations and weed survey tasks in the form of a job safety analysis were on record, and a key risk control measure advised that only essential personnel were to be on board. However, no definition of essential personnel was available to potentially limit the number of persons that would be exposed to the identified risks. Defining essential personnel would also support informed distinctions between those who would appropriately fulfil roles as task specialists and those who were aerial work passengers.
Further, the procedure and roles of the persons conducting the survey were not documented. This likely allowed a degree of discretion to be applied by the participants, which resulted in others participating alongside task specialist(s) whose presence may, on occasion, be unnecessary. For example, for this accident one of the NPWS officers who did not have a specific role received serious injuries.
The client was also engaged in other activities such as aerial spraying and culling, both of which likely involved helicopter operations at low level. Having a definition of essential personnel and documenting their respective roles and responsibilities as task specialists would provide the necessary information for determining who should be involved. This would potentially confine the numbers to the minimum required to conduct the task thereby minimising risk exposure.
Contributing factor
The New South Wales National Parks and Wildlife Service operating procedures referred to, but did not define ‘essential personnel’, or specify their roles and responsibilities as task specialists when performing aerial work activities. (Safety issue)
Accident notification
The helicopter was equipped with a fixed emergency locator transmitter and an electronic flight tracking device (TracPlus), which provided active monitoring of the helicopter’s position. Additionally, a personal locator beacon and a satellite phone were carried on board as part of the operator’s survival kit.
Within a very short time of the accident occurring there were reports of the helicopter's fixed emergency locator transmitter activating, the TracPlus unit transmitting the helicopter’s last recorded position and manual activation of a personal locator beacon. The multiple reports removed any doubt of a spurious transmission from any of the units and, as a result, the operator and emergency services were able to respond with minimal delay.
The timely alerts also provided the means for the power station to be alerted to the presence of injured persons on the riverbank who required urgent medical assistance. Their recovery would likely have been impacted by an increase in water level and provided the opportunity for decisions to be made regarding water discharge into the river via the power station.
The extraction of the damaged helicopter from the Snowy River was also influenced following advice of water storage buildup and possible uncontrolled discharge from the Guthega Dam spillway. The early notification likely provided sufficient time to plan for and safely airlift the helicopter wreckage from the river for detailed examination and removed a potential environmental issue.
Other finding
The activation of the on-board emergency locator transmitter and a flight monitoring device, and manual activation of a personal locator beacon, resulted in an immediate emergency response.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors.
Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the collision with terrain involving Bell 206L-1, VH-BHF, 20 km north-west of Jindabyne, New South Wales, on 11 March 2022.
Contributing factors
The sideways movement of the helicopter during the weed survey operation, combined with the high-density altitude, high gross weight, and low airspeed, were conditions conducive to the onset of a loss of tail rotor effectiveness.
It was likely that a loss of tail rotor effectiveness occurred at a height that was insufficient for the pilot to recover before the helicopter impacted the ground.
The carriage of an additional person on board the helicopter who was not essential to the tasking, exposed them to risks associated with low flying operations.
The New South Wales National Parks and Wildlife Service operating procedures referred to, but did not define ‘essential personnel’, or specify their roles and responsibilities as task specialists when performing aerial work activities. (Safety issue)
Other factors that increased risk
The Heli Surveys safe work method statements for low-level survey and alpine operations did not identify the operational factors that could affect the control of the helicopter. There was also no requirement for its pilots to conduct a pre‑flight risk review for low-level survey operations. Combined, this limited the operator’s ability to manage the possibility of loss of tail rotor effectiveness and ensure that the risks associated with low-level survey operations were as low as reasonably practicable. (Safety issue)
Other findings
The activation of the on-board emergency locator transmitter and a flight monitoring device, and manual activation of a personal locator beacon, resulted in an immediate emergency response.
Safety issues and actions
Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.
Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the aviation industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.
All of the directly involved parties are invited to provide submissions to this draft report. As part of that process, each organisation is asked to communicate what safety actions, if any, they have carried out or are planning to carry out in relation to each safety issue relevant to their organisation.
Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.
Safety issue description: The Heli Surveys Safe Work Method Statements for low-level survey and alpine operations did not identify the operational factors that could affect the control of the helicopter. There was also no requirement for its pilots to conduct a pre-flight risk review for low-level survey operations. Combined, this limited the operator’s ability to manage the possibility of loss of tail rotor effectiveness and ensure that the risks associated with low‑level survey operations were as low as reasonably practicable.
Safety issue description: The New South Wales National Parks and Wildlife Service operating procedures referred to, but did not define, ‘essential personnel’, or specify their roles and responsibilities as task specialists when performing aerial work activities.
Safety action not associated with an identified safety issue
Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. The ATSB has been advised of the following proactive safety action in response to this occurrence.
Additional safety action taken by Heli Surveys
In addition to the safety action detailed above, Heli Surveys has revised its risk register detailing both flight-based and ground‑based threats in its operations and associated risk controls. It has also introduced a ‘Hazardous Flight Conditions’ ground-based course that was proactively developed in response to this accident. The intent of the course was to refamiliarize pilots with such conditions (for example, loss of tail rotor effectiveness) to ensure currency and assist with informed decision‑making and is to be completed every 12 months. The flying aspects discussed in the course will be covered in operator proficiency checks.
Additionally, Heli Surveys has defined ‘essential crew’ in its operations manual. It has also added a requirement that, prior to flight, the pilot in command is to confirm that when undertaking Part 138 operations, all persons on board are deemed essential and each person has a relevant and specific task.
Glossary
AC
Advisory circular
CASA
Civil Aviation Safety Authority
CASR
Civil Aviation Safety Regulations
ELT
Emergency locator transmitter
FAA
Federal Aviation Administration (United States)
HOFO
Head of flying operations
JSA
Job safety analysis
LTE
Loss of tail rotor effectiveness
NPWS
National Parks and Wildlife Service
MOS
Manual of Standards
PLB
Personal locator beacon
SWMS
Safe Work Method Statement
Sources and submissions
Sources of information
The sources of information during the investigation included:
the pilot
New South Wales National Parks and Wildlife Service officers
Heli Surveys Pty Ltd
New South Wales National Parks and Wildlife Service
Bureau of Meteorology
Civil Aviation Safety Authority
New South Wales Police Force
recorded data – TracPlus unit.
References
ATSB. (2013). A review of the effectiveness of emergency locator transmitters in aviation accidents (AR-2012-128). Australian Transport Safety Bureau, Canberra, ACT, Australia.
CASA. (2021c). Part 61 Manual of Standards Instrument 2014. Civil Aviation Safety Authority, Canberra, ACT, Australia.
CASA. (2021d). Part 91 (General Operating and Flight Rules) Manual of Standards 2020. Civil Aviation Safety Authority, Canberra, ACT, Australia.
CASA. (2021e). Part 138 (Aerial Work Operations) Manual of Standards 2020. Civil Aviation Safety Authority, Canberra, ACT, Australia.
CASA. (2021f). Acceptable means of compliance and guidance material, (Aerial work operations - Part 138 of CASR). Civil Aviation Safety Authority, Canberra, ACT, Australia.
CASA. (2023). Multi-part Advisory Circular: AC 91-30, AC 121-12, AC 133-03 and AC 135-14 V1.0, Emergency locator transmitters. Civil Aviation Safety Authority, Canberra, ACT, Australia.
FAA. (1995). Advisory Circular: Unanticipated right yaw in helicopters (AC 90-95). U.S. Department of Transportation, Federal Aviation Administration, Washington, D.C., USA.
FAA. (2019). Helicopter Flying Handbook (FAA-H-8083-21B). U.S. Department of Transportation, Federal Aviation Administration, Oklahoma City, OK, USA.
NTSB. (2017). Safety Alert SA-062: Loss of tail rotor effectiveness in helicopters. National Transportation Safety Board, Washington, D.C. USA.
Weeds Australia. (2019). Broom, English Broom, Scotch Broom, Common Broom, Scottish Broom, Spanish Broom,www.weeds.org.au accessed July 2024.
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
pilot of the accident flight
Heli Surveys Pty Ltd
National Parks and Wildlife Service officers
National Parks and Wildlife Service
Civil Aviation Safety Authority
Transportation Safety Board of Canada.
Submissions to the report were received from the following parties:
Civil Aviation Safety Authority
Heli Surveys Pty Ltd
National Parks and Wildlife Service
National Parks and Wildlife Service officers.
The submissions were reviewed and where appropriate, the text of the report was amended accordingly.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
About ATSB reports
ATSB investigation reports are organised with regard to international standards or instruments, as applicable, and with ATSB procedures and guidelines.
Reports must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner.
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
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[1]English Broom: also known as Broom, Scotch Broom, Common Broom or Spanish Broom and is a highly invasive, environmental weed of national significance that favours cooler, higher rainfall regions.
[2]Officers: denotes NPWS personnel and their job titles and includes officers, rangers and other staff members.
[3]Anti-torque control pedals: a primary helicopter flight control that changes the pitch of tail rotor blades to control thrust around the yaw axis. Acts to counterbalance the main rotor torque reaction and provides heading control in the hover and balanced flight when the helicopter is in forward motion.
[4]Yaw: the motion of an aircraft about its vertical or normal axis.
[5]Autorotation: a condition of descending flight where, following engine failure or deliberate disengagement, the rotor blades are driven solely by aerodynamic forces resulting from rate of descent airflow through the rotor. The rate of descent is determined mainly by airspeed.
[6]The operator reported that, as the registered owner of the beacons, the Australian Maritime Safety Authority contacted the nominated person and the head of flying operations was subsequently advised of the beacon activations.
[7]Visual flight rules: a set of regulations that permit a pilot to operate an aircraft only in weather conditions generally clear enough to allow the pilot to see where the aircraft is going.
[8]Cloud cover: in aviation, cloud cover is reported using words that denote the extent of the cover – ‘scattered’ indicates that cloud is covering between a quarter and a half of the sky.
[9]QNH: the altimeter barometric pressure subscale setting used to indicate the height above mean seal level.
[10]The force needed to accelerate a mass. G-force is normally expressed in multiples of gravitational acceleration (normal gravity = 1g).
[11]For flight operations at low airspeeds, there is a negligible difference between calibrated and indicated airspeed.
[12]The height-velocity diagram shows the combinations of indicated airspeed and height above the ground which will allow an average pilot to successfully complete a landing after an engine failure. By carefully studying the height-velocity diagram a pilot can avoid the combinations of altitude and airspeed that may not allow sufficient time or altitude to enter a stabilised autorotative descent (FAA, 2019).
[13]As of July 2025, the carriage of fireground personnel was also classified as an aerial work operation core activity.
[14]Vortex ring state describes an aerodynamic condition where a helicopter may be in a vertical descent with 20% up to maximum power applied, and little or no climb performance (FAA, 2019).
[15] Overpitching occurs when collective pitch is increased to a point where the main rotor blade angle of attack creates so much drag that all available engine power cannot maintain or restore normal operational revolutions per minute (ICAO, 2024).
[16]When a helicopter is hovering, some of the air passing through the main rotor disc is recirculated back into the disc from the top. This phenomenon is common to all airfoils and is known as tip vortices. As long as the tip vortices are small, their only effect is a small loss in rotor efficiency. However, operating in close proximity to obstructions can lead to an increase in recirculation and loss of performance (FAA, 2019).
[17]In forward flight, the relative airflow through the main rotor disc is different on the advancing and retreating side of the rotor blades. The relative airflow over the advancing side is higher due to the forward speed of the helicopter, while the relative airflow on the retreating side is lower. To generate the same amount of lift across the rotor disc, the advancing blade flaps up while the retreating blade flaps down. This causes the angle of attack to increase on the retreating blade, which increases lift. At some point, as forward speed increases, the low blade speed on the retreating blade, and its high angle of attack will result in a stall and loss of lift (FAA, 2019).
[18]Relative wind: the airflow relative to an aerofoil created by movement of an aerofoil through the air.
[19]Cyclic: a primary helicopter flight control that is similar to an aircraft control column. Cyclic input tilts the main rotor disc, varying the attitude of the helicopter and hence the lateral direction.
[20]Collective: a primary helicopter flight control that simultaneously affects the pitch of all blades of a lifting rotor. Collective input is the main control for vertical velocity.
[21]Job safety analysis: a form of risk assessment that details, step-by-step, how a task is to be performed safely.
The ATSB conducts 'no-blame' investigations for the purpose of improving transport safety. ATSB investigations are independent of other investigations, including those conducted by the Civil Aviation Safety Authority and the Northern Territory Police Force.
What happened
On 28 February 2022, at about 0900 local time, a pilot and an egg collector were preparing to commence crocodile egg collection activities near King River, Northern Territory, using a Robinson R44 Raven II helicopter, registered VH-IDW and operated by Helibrook. The activity was conducted under a Civil Aviation Safety Authority (CASA) instrument authorising the pilot to carry a sling person (egg collector) on a 100 ft line attached to the helicopter.
At 1024, the crews of 2 other R44 helicopters collecting crocodile eggs nearby became concerned that they had not heard any communications from the crew of VH-IDW, which they reported was unusual. One of those helicopters returned to the area where VH-IDW was last seen and, at 1036, the search pilot found the fatally injured egg collector on the ground, wearing their harness and attached to the sling line, which was disconnected from the helicopter. The helicopter had collided with terrain 44 m beyond the sling person, and the pilot lay beside the helicopter having sustained serious injuries.
The ATSB referred matters concerning possible offences under the Transport Safety Investigation Act 2003 relating to the status of evidence available to the ATSB for the purposes of its 'no-blame' safety investigation to the Australian Federal Police for investigation. The referral did not concern the circumstances of the accident itself. The Australian Federal Police referred the matters to the Northern Territory Police as part of its broader investigations.
What the ATSB found
The ATSB found that the helicopter was likely not refuelled at the en route fuel depot, which was about three quarters of the way between the departure location on the outskirts of Darwin and a clearing near King River where the helicopter and crew were to commence crocodile egg collecting. The pilot did not identify the reducing fuel state before the helicopter’s engine stopped in flight due to fuel exhaustion. During the subsequent autorotation, the pilot released the egg collector above a likely‑survivable height, fatally injuring them. The pilot then completed the autorotation to the ground, but there was insufficient main rotor energy to cushion the landing. This resulted in serious injuries to the pilot and substantial damage to the helicopter.
The ATSB found that Helibrook’s CASA-approved safety management system was not being used to systematically identify and manage operational hazards. As a result, the risks inherent in conducting human sling operations, such as carriage of the egg collector above a survivable fall height, were not adequately addressed.
The ATSB also found that CASA did not have an effective process for assuring an authorisation would be unlikely to adversely affect safety. As a result, CASA delegates did not use the available structured risk management process to:
identify and assess risks
ensure suitable mitigations were included as conditions of the instrument
assess the effects of changes on the overall risk.
This resulted in removal of instrument conditions limiting the height, speed and exposure for the sling person, which permitted carriage of the egg collector at a non‑survivable fall height.
In addition to the above contributing factors to the accident, the ATSB identified the following factors that increased risk but there was insufficient evidence to show they contributed to the accident or severity of the consequences, or to another contributing safety factor. The ATSB identified that CASA's lack of effective process resulted in the continued operation of piston engine helicopters for human sling operations without adequate mitigations. This included the issue of a 3-year instrument to Helibrook shortly prior to the commencement of improved regulations that would require a turbine engine helicopter for human slinging operations. Although conducting the operation with a piston helicopter increased the overall risk of the activity compared with use of a turbine helicopter, previous accident data showed fuel exhaustion was as likely to occur in a piston as it was in a turbine engine helicopter.
Although not likely to result in sudden power loss, engine defects present at the time of the accident likely affected the engine’s maximum power output and fuel consumption. Additionally, Helibrook had likely overrun the helicopter's maintenance, inspection and overhaul periods, which increased the likelihood of the helicopter experiencing a technical failure or malfunction.
The ATSB also found that the pilot’s exposure to cocaine within the previous few days increased the likelihood of fatigue, depression and inattention, however there was insufficient evidence to determine whether these effects occurred.
Finally, the ATSB found that the helicopter's emergency locator transmitter had been removed from its mount prior to the accident. Therefore, it could not activate automatically, which likely delayed the emergency response.
What has been done as a result
CASA implemented significant changes to its internal processes to ensure that the assessment and management of safety risks of new aviation activities (and associated approvals) were standardised in accordance with the CASA Risk Management Manual and that decision-making was appropriately documented. Additionally, CASA developed an ‘exemption protocol suite’ of documents, which detailed the principles, protocols and work instructions for CASA’s regulatory exemption process. CASA also completed and provided exemplar bowtie and aviation safety risk assessments using the structured process.
Following this accident, Helibrook advised that it had ceased operation and the helicopter fleet was being sold. In addition, the chief executive officer/chief pilot was no longer involved with the operation. CASA confirmed that as Helibrook no longer had the required key personnel, it was considered to be suspended from operation. Under those circumstances, the operator’s safety management system was no longer in use.
Safety message
The contributing factors to this fatal accident highlight the significant influence that the actions and decisions of pilots, operators and the regulator can all have on aviation safety.
Fundamentally, this occurrence illustrates the importance of effective fuel management. It is vital to use all available means, including accurate fuel records and quantity cross‑checks, to ensure that pilots accurately know their aircraft’s fuel state. This is especially critical when operating a helicopter where a fuel‑related power loss offers few safe options, such as inside the height-velocity avoid area with a vulnerable human external load. Pilots also should understand the functionality and limitations of any installed low fuel warning systems.
At the operator and regulatory level, effective safety management processes that identify and safely manage hazards are vital to preventing future accidents.
The ATSB referred matters concerning possible offences under the Transport Safety Investigation Act 2003 relating to the status of evidence available to the ATSB for the purposes of its 'no-blame' safety investigation to the Australian Federal Police for investigation. The referral did not concern the circumstances of the accident itself. The Australian Federal Police referred the matters to the Northern Territory Police as part of its broader investigations.
The occurrence
On 28 February 2022, the crews of 3 Robinson R44 helicopters were preparing to conduct crocodile egg collection in Arnhem Land, Northern Territory. Each helicopter was operated by a different aircraft operator, contracted to Wild Harvest Northern Territory, and crewed by a pilot and an egg collector.
One of the helicopters was an R44 Raven II, registered VH-IDW, operated by Helibrook. The method of egg collection included slinging the collector underneath the helicopter, in a harness attached to a 100 ft ‘long line’ (see the section titled R44human external cargo operations).[1]
The pilot of VH-IDW reported that they arrived at Helibrook’s hangar at Noonamah, on the outskirts of Darwin, Northern Territory at about 0530 local time, conducted the daily inspection of the helicopter and found no defects.
The other 2 R44 helicopters involved in the egg collection on the accident day arrived at Noonamah at about 0645. Their crews reported briefing together with the VH-IDW crew. The briefing involved discussing the day’s plan, including who was collecting from which nests, and where they would meet to refuel. The plan was to refuel at Mount Borradaile en route to King River, then collect eggs from about 15 nests located between King River and Maningrida, which was 90 km beyond King River (Figure 1). The crews then planned to refuel at Maningrida, before continuing south-east to collect additional eggs.
At about 0703, the 3 helicopters departed Noonamah for Mount Borradaile, 205 km east-north-east, where fuel drums had been pre-positioned. At 0743, having travelled 111 km from Noonamah, a photo was taken in the cockpit of VH-IDW. The image showed the accident pilot as the passenger, seated in the left front seat, and the egg collector piloting the helicopter from the right seat. Based on the time taken to reach that point, the helicopter probably arrived at Mount Borradaile at about 0816.
Figure 1: Map showing key locations and times
Source: Google Earth with OzRunways data, annotated by the ATSB
The 3 R44 helicopters landed at Mount Borradaile for the planned refuelling, where the crews intended to ‘hot refuel’[2] each helicopter from fuel drums. A witness reported that the 3 R44 helicopters departed Mount Borradaile at about 0830 to track towards King River. One helicopter continued past King River to the north-east and commenced collecting eggs. OzRunways[3] data for the other 2 helicopters, including VH-IDW, recorded their arrival near King River at 0850.
At a clearing near King River, 60 km beyond Mount Borradaile, the second helicopter’s crew retrieved a harness from VH-IDW. Two witnesses reported that the accident pilot was in the left passenger seat and the egg collector was in the pilot seat and flew VH-IDW to King River, where the dual controls were removed. However, the accident pilot and one other egg collector reported that the dual controls had been removed at Mount Borradaile and the pilot had swapped to the pilot seat and flown VH-IDW from Mount Borradaile to King River. While VH-IDW was still on the ground, the second helicopter departed to commence collecting eggs about 12 km to the north-east. Data recorded from an egg collection application showed that the crew of the 2 helicopters, other than VH‑IDW, conducted operations from 9 nests (Figure 2) between 0911 and 1014.
Figure 2: Accident area including King River, accident site and nests
Source: Google earth overlaid with nest collection data, annotated by the ATSB
At 1024, the pilot of one of those helicopters became concerned that they had not heard any radio communications from the crew of VH-IDW since they commenced egg collection operations and were unable to contact them. As a result, the pilot elected to return to the area where they expected VH-IDW to be operating. The pilot travelled in the reverse direction past the 3 planned nests assigned to the crew of VH‑IDW (Figure 12).
At 1036, they located the accident site closest to the first planned nest and landed nearby. They found the sling person (egg collector) fatally injured. VH-IDW was located 44 m beyond the sling person, substantially damaged having collided with trees and terrain (Figure 3). The accident pilot had sustained serious injuries and was found lying beside the helicopter. After providing reassurance to the pilot of VH-IDW, the other pilot returned to their helicopter and briefly became airborne to get mobile reception and call for assistance. The first call to emergency services was received at 1046.
Figure 3: VH-IDW accident site
Source: CareFlight
The second helicopter and remaining crew arrived at the site about 1 hour later. They found spare egg collection equipment from VH-IDW in the clearing where VH-IDW was last seen before the accident. The accident site was between the clearing and the closest of 3 nests that were to be collected by VH-IDW’s crew. No eggs had been collected.
Based on photos and reports from those who attended the site on the accident day, the egg collector’s bucket and pole were the first items in the accident trail (Figure 4). The pole was vertical with one end embedded in the ground. About 4 m beyond the pole, the long line attachment rings were found, also embedded in wet ground, with the long line loosely coiled over about 8 m. The egg collector was found wearing a harness, which was intact, firmly secured and attached to the long line, and their helmet was on the ground nearby. The long line was not connected to the helicopter.
Figure 4: Accident trail
Source: Apple Maps annotated by the ATSB
Following notification of the accident, a CareFlight rescue helicopter departed Darwin at 1122, arrived at the accident site at 1232, and departed with the injured pilot at 1310. As they departed the site, another Helibrook R44 helicopter arrived with Helibrook’s chief pilot, a Wild Harvest Northern Territory representative and an off-duty Northern Territory Police Force officer.
A CareFlight nurse remained at the site until the rescue helicopter returned at 1532 to retrieve the deceased egg collector, departing about 20 minutes later. The crews of the other 3 helicopters reported departing about 20 minutes after the rescue helicopter.
Context
Personnel information
Pilot information
Qualifications and experience
The pilot held a commercial pilot licence (helicopter) with low-level and sling ratings. At the time of the accident, the pilot had recorded about 2,500 hours total aeronautical experience. The pilot’s most recent flight review was on 21 May 2021. The pilot had recorded 340.1 hours of sling experience, the most recent of which was gained in May 2021. The pilot had been contracting to Helibrook for 8–9 years, including for crocodile egg collection. In addition, the pilot operated their own R44 helicopters and contracted to other operators. According to the pilot’s logbook, they had first conducted slinging of human external cargo (HEC) for crocodile egg collection on 13 December 2017. Their last recorded HEC sling time was in March 2020, but the pilot reported having also conducted human slinging for egg collection in the wet season from December to May of 2020–2021 and 2021–2022.
Documents provided by the operator indicated that the pilot had completed a proficiency check flight with the Helibrook chief pilot on 3 August 2021 in the pilot’s R44 II helicopter, which was not fitted with dual hooks. The pilot had recorded a flight time of 0.8 hours in their logbook with no reference to conducting sling operations, whereas the Helibrook Rotary Pilot Competency Check form stated the flight time as 1.1 hours. According to the form, the pilot had demonstrated competency in pre-flight tasks, normal and emergency procedures and the following specialised tasks:
search and rescue
charter
sling operations
croc egg harvesting
aerial advertising – banner towing
supply dropping
surveillance
hover exit entry.
The pilot was also a licenced aircraft maintenance engineer and the head of aircraft airworthiness and maintenance control (HAAMC) for Helibrook.
Medical and toxicology
The pilot held a class 1 aviation medical certificate with no restrictions, valid to 27 May 2022.
A blood sample was taken from the pilot at 1638 on the accident day, 11 minutes after the pilot’s arrival at Royal Darwin Hospital. Toxicology results from the sample identified several substances administered by CareFlight and Royal Darwin Hospital medical staff. Additionally, the results detected 2 metabolites of cocaine – ecgonine methyl ester and benzoylecgonine – at low levels (less than 0.01 mg/L). These results were identified using mass spectrometry and considered to be reliable indications of previous cocaine exposure. These metabolites can be detected in the blood up to 3–4 days after exposure (see the section titled Cocaine metabolites).
Cocaine itself is generally detectable in blood tests for up to 1–2 days after exposure and was not detected in the pilot’s blood.
The pilot had no reported medical conditions and in the self-disclosure section of their aviation medical application, they had advised not using any drugs or recreational substances within the last 5 years. The pilot also advised the ATSB that they did not use cocaine.
Anticonvulsant medication levetiracetam was also identified in the pilot’s toxicology results. There was no evidence of this having been administered by CareFlight or Royal Darwin Hospital medical personnel, although it was consistent with emergency treatment for the pilot's injuries. There was also no evidence obtained to indicate that the pilot had recently visited a doctor, had a condition requiring the medication, or obtained a prescription for it. A pharmacological expert advised the ATSB that even if it had been present before the accident, it was one of the least likely anticonvulsant drugs to interfere with cognitive process as there was evidence of its widespread positive effects on cognition. It was also less likely to produce ataxia[4] and dizziness than other antiepileptic drugs.
Recent history
The pilot reported having limited recollection of events leading up to, and including, the accident sequence. Despite that, the ATSB was able to identify the following activity in the days leading up to the accident.
On 24 February 2022, the pilot was operating a Robinson R22 helicopter (not associated with Helibrook) to locate crocodile nests, when an engine valve failed, requiring the pilot to conduct a forced landing. The pilot reported feeling ‘pretty rattled’ by it.
The next day, after repairs were conducted on the R22, its engine again lost power during take-off. Additionally, the day’s egg collection activities were suspended due to rain and the pilot’s partner reported that they spent a quiet evening at home together.
On 26 February, the pilot was involved in crocodile egg collection activities, which were again suspended due to rain. The pilot consumed alcohol that evening and reportedly attended a party, returning home between 0100 and 0200 the following morning. The pilot left again before their partner awoke between 1000 and 1100 on 27 February. Rideshare records from the pilot’s phone indicated that a car was used between 0243 and 0306, and again at 1040, with no end time recorded.
Information obtained from the pilot’s phone showed that later that day, the pilot started operating VH-IDW at 1545 and conducted crocodile egg collection about 60 km south‑west of Darwin, until 1810. This was consistent with information subsequently provided by the helicopter operator. The pilot’s partner reported that the pilot went to bed at about 2130 that evening and left for work at about 0445 on the accident morning.
The ATSB considered whether the pilot’s activity in the preceding days may have led to them being fatigued at the time of the accident. Specific factors that potentially increased fatigue risk included:
the pilot likely experienced a high level of stress following 2 engine power losses, leading to an unscheduled overnight stay at accommodation away from the pilot’s home
the pilot’s usual sleep pattern was significantly disrupted on one night, getting to sleep around 6 hours after the usual reported sleep time
over the previous 4 nights, the pilot slept in 3 different locations, which had the potential to affect sleep quality
the pilot only had 6–7 hours sleep opportunity on each of the 2 nights before the accident, meaning that the pilot was probably carrying some level of sleep debt at the time of the accident
on the day of the accident the pilot awoke during the window of circadian low, which also has the potential to affect the pilot’s sleep debt
consumption of alcohol or exposure to recreational drugs is known to reduce sleep quality
hot, humid weather conditions, such as those in the Northern Territory in February, are associated with reduced sleep quality and quantity.
While a number of these factors could combine to increase likelihood, there was insufficient evidence to establish if the pilot was likely experiencing a level of fatigue known to affect performance at the time of the accident. In a statement provided to the ATSB in response to the draft report, the pilot reported that they were not tired or affected by alcohol or drugs on commencing the operation of the helicopter.
Egg collector information
At the time of the accident, the egg collector had passed their private pilot licence (helicopter) flight test but not yet been issued that licence.
Wild Harvest Northern Territory (WHNT) held a suite of documents for crocodile egg collection, which included safe work method statements[5] and procedures. WHNT engaged multiple helicopter operators each season to undertake crocodile egg collection. At the start of each egg collection season, those intending to conduct egg collection, including pilots and collectors, attended a WHNT ground-based training and administration day. Both the accident pilot and the egg collector attended this training on 1 December 2021, and had signed safe work method statement sign-on sheets for:
ground operations for croc egg collecting, including:
equipment checks
personal protective equipment
safety around helicopters
firearm safety
selecting and collecting nests
human sling operations (see the section titled Operator risk assessment)
safe handling of fuel.
Aircraft information
General history
VH-IDW was a 4-seat Robinson Helicopter Company (Robinson) R44 Raven II (R44 II) helicopter, certified in accordance with United States (US) Federal Aviation Regulations (FAR) Part 27 and manufactured in the US in 2008. The helicopter was first registered in Australia in July 2008 and had a standard certificate of airworthiness and was to be operated in the normal category.[6] The helicopter was powered by a 6-cylinder Textron Lycoming IO-540-AE1A5 engine derated to 205 brake horsepower (BHP) with a maximum 5-minute take-off power of 245 BHP.
In December 2009, at 62.2 total hours in service, the helicopter was involved in a dynamic rollover that resulted in sudden stoppage/damage to the main/tail rotor and the engine. The aircraft was returned to Robinson for overhaul, including the engine. The hour meter was reset to zero, and the helicopter was returned to service in May 2012.
Helibrook commenced operating VH-IDW on 15 October 2020 and, as the registered operator, was responsible for the continuing airworthiness of the helicopter. VH-IDW was to be maintained in accordance with the airframe and engine manufacturers’ maintenance schedule, which required a periodic inspection every 100 hours or 12 months, whichever occurred sooner. The engine and airframe were subject to overhaul at 2,200 hours or 12 years, whichever occurred first. Additionally, any instructions for continued airworthiness on approved modifications, such as cargo hooks, were to be complied with. The helicopter was fitted with an hour meter activated by a combination of oil pressure and an electrical switch on the collective.[7] The hour meter was an acceptable means of recording time in service, however it could be disconnected, which would prevent flight hours being recorded.
On 22 October 2020, shortly after the helicopter was purchased by Helibrook, a 100‑hourly inspection was carried out on VH-IDW, at which time the helicopter’s total time in service, recorded in the maintenance records was 1,577.9 hours and the hour meter read 1515.75. The maintainer reported that in November 2021, the hour meter was rolled forward 62.2 hours to match the helicopter’s total time in service for ease of record-keeping. At the accident site, the helicopter hour meter read 2,070.05 hours, which equated to 2,007.85 hours since overhaul.
Maintenance release
A maintenance release is required to be carried on an aircraft as an ongoing record of the aircraft’s time-in-service and airworthiness status. Subject to conditions, a maintenance release is valid for a set period, nominally 100 hours in service or 12 months from issue.
A daily inspection was required to be carried out and the maintenance release signed to show the inspection had been completed, prior to the first flight of the day. The inspection and certification could be made by any pilot licenced to fly the aircraft, or an appropriately licenced aircraft maintenance engineer. After the last flight of the day and before the aircraft was next flown, the total daily flight time was required to be entered and the progressive total time in service recorded.
VH-IDW’s maintenance release, current at the time of the accident, was provided to the ATSB on 3 March 2022. It had been issued on 7 February 2022, with 2,036.3 hours total time in service recorded. The accident pilot’s signature was on the maintenance release for 8, 9 and 10 February, with 7.6, 4.3 and 1.5 hours recorded respectively.
The accident pilot’s signature was on the maintenance release for the accident day. The pilot initially reported having conducted the daily inspection of VH-IDW on the morning of the accident, found no defects and signed the maintenance release. However, the pilot subsequently reported being unsure when they had signed the maintenance release for the accident day’s flight.
No defects had been recorded on part 2 of the maintenance release. Additionally, there were no entries on part 2 of the maintenance releases from when the fuel calibration was certified on 1 May 2020 to the accident day to indicate any issue with the fuel calibration, calibration card or fuel quantity indication.
Recent maintenance
On 15 January 2022, due to a pilot reporting that the engine was ‘low on power’, the maintainer adjusted the magneto engine timing and renewed the spark plugs.
On 7 February 2022, the maintenance organisation completed a periodic inspection of VH-IDW. During that inspection, the No. 6 cylinder was replaced due to failed compression, however, there was no documentation supporting that a post-replacement compression check had been conducted. Other maintenance items completed at that time included replacement of the engine-driven fuel pump and the tail rotor assembly.
On 11 February 2022, with 2,050.09 hours recorded in the engine logbook, a Helibrook pilot had reported an ‘intermittent miss in flight’ to the maintainer. The maintainer identified that the left magneto had a failed drive bearing and replaced it with an overhauled magneto. The right magneto timing was also adjusted. The worksheet stated ‘compression test ok’ but no figures were recorded. The maintainer reported checking compression during troubleshooting for the intermittent miss but did not record the figures as they were satisfactory. The maintainer then recorded conducting a post-maintenance flight of 0.8 hours with no issues identified.
Recorded hours and other observations
The pilot’s logbook did not contain any entries relating to the operation of VH-IDW, and the pilot’s last logbook entry was in their own helicopter on 12 February 2022. Additionally, and despite the pilot reporting conducting egg collecting using VH‑IDW in previous seasons, the earlier VH-IDW maintenance releases covering the previous egg collection season did not contain any entries by the accident pilot. However, this did not preclude the pilot having flown VH-IDW after another person conducted the daily inspection and signed the maintenance release.
The pilot reported that VH-IDW had flown significantly more hours than were recorded and that the hour meter was never operating when they flew it, although they could not recall whether the hour meter was operating on the accident morning. The pilot estimated that they had flown VH‑IDW for about 70 hours in the 2021–22 crocodile egg collection season and had also flown it during 2020–21. The ATSB obtained invoices that indicated the pilot had conducted over 36 full days of egg collection in 2020–21 and 2021–22 seasons, all of which were reported to have been in VH‑IDW. Due to the apparent discrepancy in operating hours, the ATSB compared the hours recorded on VH-IDW’s maintenance releases from November 2020 to the accident day with:
the pilot’s time (in units of days/half days) invoiced for crocodile egg collection
spreadsheets recording hours for helicopters (by operator and helicopter type) and day/half‑day rates for personnel involved in crocodile egg collection
the pilot’s phone records of start and stop times for VH-IDW
recorded egg collection data (see the section titled Crocodile nest data)
fuel uplift records
evidence of VH-IDW being operated for a purpose other than egg collecting.
There were 21 days identified when VH-IDW was operating and there was no entry on the maintenance release, some of which were recorded as 10 to 11 hours of helicopter operation. For all other entries for crocodile egg collection, only a portion of the spreadsheet time was recorded – including as little as 10% of the hours recorded on the spreadsheet on single days. On those days, collected nests were recorded on the crocodile egg collection application and for many of them, the pilot had retained a record of VH-IDW start and stop times consistent with the spreadsheet’s recorded hours. The review of the spreadsheets and comparison with VH-IDW’s maintenance release hours included consideration of whether multiple Helibrook R44s were operating on a given day.
The accident pilot reported that the helicopter had not ‘missed a beat this season’, then subsequently described VH-IDW’s performance as good and that it flew well, but that it was nearing the end of its overhaul life and had problems in the weeks prior to the accident. These included a damaged inlet valve, a loose induction tube and fuel injector. The latter 2 items were recorded as rectified on the maintenance release on 14 December 2021. There was no documented recent inlet valve replacement identified but the No. 2 cylinder exhaust valve was replaced on 22 April 2021. When questioned whether there was any indication that the helicopter was overrunning the 100-hour inspection intervals, the maintainer reported that it was difficult to determine whether a helicopter had done 100 or more hours when it arrived for maintenance.
A maintainer who previously maintained Helibrook helicopters from June 2016 to January 2020, reported that they had previously found a Helibrook R44’s hour meter disconnected. In addition, the operator had leased a helicopter from the maintainer and a comparison of recorded GPS flight data with documented flight times showed that the hour meter had been disconnected and about 4 hours of the 14 hours flown during the cross-hire period were not recorded on the maintenance release.
A Civil Aviation Safety Authority (CASA) airworthiness inspector produced a report as part of CASA’s review of this accident. The report identified that VH-IDW’s engine-driven fuel pump had been replaced at reducing hours since new: 733.4 in 2017, 651.9 in January 2020, then, after purchase by Helibrook, at 387.8 hours in April 2021 and 263.2 hours in February 2022. The report stated this was indicative of flight hours not being accurately recorded.
Fuel capacity, calibration and indications
The R44 II POH stated that for tanks fitted with bladders (including VH‑IDW), the main fuel tank capacity was 115 L, of which 112 L was usable, and the auxiliary tank capacity was 65 L, of which 64 L was usable. Of the combined 180 L capacity, the total usable fuel was 176 L. The POH defined usable fuel as the fuel available for flight planning.
Unusable fuel is the amount of fuel in the tank/s below which continued running of the engine while performing the most adverse manoeuvre cannot be assured. Below this level, there is the potential to un-port[8] the fuel tank outlet due to fuel movement. In straight and level flight, some of the unusable fuel is likely to reach the engine. In the R44 II, the main tank to engine fuel union is located on the inboard side of the tank, forward and near its base.
Calibration of the main and auxiliary tank fuel gauges was required every 48 months. The last calibration was conducted by a CASA‑authorised maintainer in May 2020. The calibration is shown in Figure 5. The associated placards for the main and auxiliary tank gauge calibration were affixed in the cockpit, but the auxiliary tank placard was damaged and illegible (Figure 6).
Figure 5: Fuel tank gauge calibration as recorded in May 2020
Source: Supplied
Figure 6: VH-IDW cockpit photo showing fuel gauges and placards
Source: ATSB
The main tank placard stated that the low fuel warning light would illuminate when 20 L total fuel (usable and unusable) remained (Figure 6). According to the maintenance manual, the low fuel warning switch was not subject to calibration. The organisation that conducted the fuel calibration reported that, to establish the 20 L figure, they drained the tank, checked the low fuel light was illuminated, then added fuel until the low fuel light went out. The pilot reported that the light would illuminate with 18 L total fuel remaining. Both those figures differed from the POH, which stated that the low fuel warning light would illuminate with approximately 3 US gallons (11 L) of usable fuel remaining (14 L total fuel in the main tank) (Figure 7).
Figure 7: Low fuel warning
Source: Robinson R44 II Pilot’s Operating Handbook
The Robinson R44 II POH included Safety Notice SN-15 – Fuel exhaustion can be fatal, which advised pilots never to rely solely on the fuel gauge or low fuel warning light but to always record the hour meter reading each time the fuel tanks were filled. This enabled pilots to monitor fuel consumption and endurance. In addition, the POH required the pilot to visually check fuel quantity at each tank during the pre-flight. VH‑IDW was also fitted with a fuel flow transducer and an associated Fuel Scan (totaliser) instrument in the cockpit. The instrument could display fuel flow and other parameters including fuel used and fuel or time remaining. However, the display of accurate fuel quantity relied on the correct amount of fuel to be entered following engine start and the in-flight photograph taken en route from Noonamah for Mount Borradaile identified that the Fuel Scan instrument display was not visible.
Manifold pressure limits
Maximum continuous power manifold pressure limits were prescribed in the POH (Figure 8).
Figure 8: R44 II Maximum continuous power, manifold pressure limits
The red square depicts the limit for the conditions at the time the in-flight photo was taken.
Source: Robinson Helicopter Company, annotated by the ATSB
Flying with a higher manifold pressure than the prescribed limit may exceed the approved torque for the rotor drive system. Robinson advised that if excessive power was held continuously, the helicopter would exceed the normal flight envelope, likely causing stress to drive system components that were not designed for such loads.
Robinson safety notice SN-37 – Exceeding approved limitations can be fatal, stated:
Every second the limitations are exceeded, more stress cycles occur and additional fatigue damage can accumulate within the metal. Eventually, a fatigue crack will begin and grow until a sudden failure occurs…Do not operate the engine above its placarded manifold pressure limits…
Robinson also advised that higher‑than‑normal manifold pressure for a given airspeed could also indicate an engine issue. If one or more cylinders were not operating correctly, higher manifold pressure would be required to produce the same power. In this case, the higher manifold pressure may not exceed the approved torque for the rotor drive system.
Hydraulic flight control assistance
The main rotor flight controls are hydraulically boosted to eliminate cyclic[9] and collective feedback forces. The hydraulic system operates at a pressure between 450–500 psi and consists of a pump, 3 servos, a reservoir, and interconnecting lines. The pump is mounted on, and driven by, the main rotor gearbox. A servo is connected to each of the 3 push-pull tubes that activate the main rotor swashplate. The reservoir is mounted on the steel tube frame behind the main rotor gearbox and includes a filter, pressure relief valve, and pilot-controlled pump bypass valve. A sight gauge for pre-flight fluid level checks is incorporated in the reservoir, which has a vented filler cap.
The pump bypass valve is solenoid-actuated and controlled by the hydraulic switch on the cyclic. When selected to HYD (on), the solenoid is deactivated. This fail-safe ensures hydraulic assist is retained in the event of a loss of electric system power. The switch should be on from start-up to shutdown, except during the hydraulic system check or simulated hydraulic failure training. When selected to off, power is applied to the solenoid and high-pressure hydraulic fluid is returned to the reservoir, removing hydraulic assist from the controls.
Robinson reported being unaware of any instances of the solenoid actuating in flight and causing a loss of hydraulic assist in the controls. The ATSB occurrence database contained 3 hydraulic related occurrences in R44 helicopters since 1997, none of which resulted in a loss of control or an accident. The first was the result of the pilot inadvertently switching off the hydraulic master switch in flight, the second was a failure of the hydraulic pump, and the third was a hydraulic leak.
Inadvertent engine stoppage
Robinson advised that there had been several accidents in which a pilot had inadvertently induced an engine stoppage by rolling off the throttle too fast. This had occurred in flight training when simulating an engine failure and in response to abnormal situations such as rapid engine RPM changes or discrepancy between engine and rotor RPM.
Skids
The helicopter had previously been fitted with floats, which had been removed, but the skid extenders necessary for float fitment remained fitted to the helicopter.
Emergency locator transmitter
The helicopter had a factory mount for an emergency locator transmitter (ELT) and associated wiring in the main rotor gearbox bay however no ELT was fitted to VH‑IDW, nor was one required to be. When fitted, the ELT is connected to an external antenna. The ELT had an arm/on/off switch, and a remote switch was located next to the cyclic, with a default position of ‘armed’.
Pannier
A pannier for the carriage of egg collection equipment was fitted on the left side of VH-IDW. This had been approved by a CASA-authorised aeronautical engineer under an engineering order, although the associated rotorcraft flight manual supplement (RFMS) was not inserted in the POH.
Dual hook system
VH-IDW was originally fitted with dual hooks for HEC under an engineering order. The engineering order required that the hook system be maintained in accordance with the instructions for continued airworthiness and operated in accordance with the associated flight manual supplement. The engineering order was replaced by a CASA-approved supplemental type certificate (STC)[10] in 2021. The system and hook part numbers and the maintenance requirements were unchanged, and the only change was a reduction in the maximum allowable hook weight from 150 to 129 kg (and the associated placard). This was to provide a greater safety margin for HEC operations for the same hook and its strength rating.
The STC approved nominated R44 and R44 II helicopters to be:
modified with a dual Onboard Systems International cargo hook kit for HEC operations in accordance with Master Document List R5106-07-R5 (28 July 2021)
maintained in accordance with Instructions for Continued Airworthiness (ICA) R5106-09-R11 (21 July 2021)
operated in accordance with RFMS R5106-25-R13 (11 June 2021), which was required to be inserted in the POH. The associated RFMS was not contained within VH-IDW’s POH.
The dual hooks could attach to rings on a 100 ft long line, enabling the carriage of a person below the helicopter. The 2 hooks could be released by the pilot by pressing 2 independent buttons of the primary quick release system (PQRS) or pulling 2 manual handles of the back-up quick release system (BQRS). In addition to 2 independent actions, the PQRS buttons were recessed into a housing to further reduce the likelihood of inadvertent pilot activation. The dual hook and release systems were designed to provide redundancy in case of failure.
Following electrical or manual activation, the hook arm would remain open, until it was manually relatched by pushing the hook up by hand to the closed/locked position (Figure 9). (Note: the red component in Figure 9 is the manual release lever).
Figure 9: Onboard Systems hook open and closed/locked (same part number as those installed on VH-IDW)
Source: Onboard Systems
Serviceability
The Onboard Systems HEC dual hook system was installed on VH-IDW on 23 October 2020. The ICA required the external load operation hours to be recorded when the primary hook, or both hooks, were used for external load operations in flight.[11] There was no evidence that external load operation hours were recorded on either hook. There was also no record in the aircraft maintenance documentation of the required 100-hourly/annual checks having been conducted. Finally, one of the hooks had been removed from another helicopter prior to being installed on VH‑IDW and had exceeded its 3 years in‑service limit.
The RFMS included the requirement for the pilot to conduct a functional check of the quick release systems prior to commencing the day’s HEC operations. The pilot reported that their normal procedure was to test that the primary and back-up quick releases were functional before the sling person hooked up but could not recall whether they had done so on the accident day.
Meteorological information
The helicopter departed Noonamah on the accident morning at about 0703. The weather conditions at the time included a light northerly wind and scattered low cloud. At 0743, the helicopter was en route, 60 NM beyond Noonamah and 50 NM from Mount Borradaile. The nearest Bureau of Meteorology weather station was at Point Stuart (Figure 1), where, at 0800, the wind was a north-north-westerly at 10–14 kt, the temperature was 27.5 °C and the QNH[12] 1008 hPa.
The Bureau of Meteorology weather station nearest the accident site was South Goulburn Island Airport (Warruwi), 29 km north-north-west. At 0930, the recorded meteorological conditions were westerly wind at 6 kt, temperature 29 ⁰C, dewpoint 24 ⁰C, QNH 1010 hPa and no cloud. Similar conditions were recorded at Oenpelli, 63 km south-west, and Maningrida, 90 km east-south-east of the accident site.
Recognising that the winds at these recording stations were light and the actual accident time unknown, the accident trail was consistent with it being approximately into wind. At the sea level elevation of the accident site, with QNH 1010 hPa and temperature 29 ⁰C, the calculated pressure altitude was 90 ft and density altitude[13] was 1,770 ft.
Recorded data
Mobile devices
There was a mobile telephone and an iPad on board the helicopter at the time of the accident with the potential to contain data relevant to the accident sequence. The ATSB was able to recover information from the pilot’s phone pertaining to their activities in the days prior to the accident, records of hours the pilot operated VH-IDW and previous maintenance release practices. However, no data directly relevant to the accident flight was able to be recovered.
The egg collector’s phone had been operating in the vicinity of the accident site, but was missing and could not be obtained by the ATSB for analysis and the iPad was severely damaged in the accident impact, rendering any stored data unrecoverable.
Phone records show the last mobile data session before the accident, commenced on the pilot’s phone at 0847:37 and the egg collector’s phone at 0858:16. The egg collector was sent a text message at 0923:44 but the message was not received. This indicated that the phone was either out of mobile range, which occurred below about 300 ft in the vicinity of the accident site, or was off/not powered.
In-flight photo
A georeferenced in-flight photo was taken at 0743 on the accident morning, 111 km beyond Noonamah and 94 km prior to the Mount Borradaile refuelling stop, on a direct track between the 2 locations (Figure 10). The photo showed:
the fuel gauges reading just below three quarters full
the Fuel Scan instrument was not operating
the manifold pressure about 24 inches of mercury (inHg)
an indicated airspeed 90 kt
the engine and rotor RPM about 103%
a chronometer indicating 00:45.
The photo also showed the accident pilot seated in the left seat as a passenger and the egg collector piloting the helicopter from the right seat.
Figure 10: Cut-out of in-flight photo taken at 0743 showing cockpit indications
Source: Northern Territory Police, annotated by the ATSB
As detailed in VH-IDW’s POH, for the pressure altitude at sea level and temperature 30 °C, the maximum continuous power was 23.1 inHg manifold pressure (red box in Figure 8). Based on the aircraft’s height, temperature and QNH at Point Stuart and interpolating the POH table, the maximum continuous power was about 23 inHg. Robinson advised that exceeding the manifold pressure limits with an engine functioning normally would be expected to result in a higher airspeed or rate of climb than depicted in the photo.
Assuming VH-IDW departed Noonamah at 0703, which was the time one of the other R44s departed, it averaged 90 kt ground speed to the in-flight photo location.
Crocodile nest data
A custom-built iPad application named ‘Crocpad’ was used to record the collection of eggs and nest locations. In the week prior to the accident, pilots (including the accident pilot) had conducted flights to locate the nests and entered each nest’s location into Crocpad.
The Crocpad data included fields for the device name, status, created date and modified date. The device name was that used by the person who located the nest (for example, ‘my iPad’). The created date contained the date and time the nest was located, at which time the nest’s status was set to LOCATED. When a nest was subsequently either COLLECTED or DELETED, the modified date was amended with the date and time this occurred. This did not need to be the same person or Crocpad that located the nest. The device name was not updated when a nest was collected or deleted, and remained as the device name that had been used to locate the nest. The Crocpad data would update to the server when in mobile range, which the accident site was not. The iPad that was running Crocpad in VH-IDW had not updated the server with any information before it was severely damaged in the accident impact. The 9 nests amended on 28 February are shown in Table 1 and Figure 11.
Table 1: Crocpad data for 28 February 2022
Nest number
Local time
Status
1
0911
COLLECTED
2
0912
DELETED
3
0915
COLLECTED
4
0935
COLLECTED
5
0955
COLLECTED
6
0955
COLLECTED
7
1009
COLLECTED
8
1011
COLLECTED
9
1014
COLLECTED
Figure 11: Crocpad data showing nests recorded as collected or deleted on 28 February 2022
Source: Crocpad data overlaid on Google Earth, annotated by ATSB
On the accident morning, after departing the King River set-down area, the pilots and egg collectors of the 2 helicopters other than VH-IDW, reported meeting at a patch of 3 nests (No.1 to No. 3), then one helicopter went to a single nest (No. 4), before re-joining the crew of the other helicopter at another patch of nests (No. 5 to No. 9).
The accident pilot reported that one of the nests in the vicinity of the accident site could be collected on foot (without slinging). It was not known whether the crew of VH-IDW visited that nest before slinging towards the target nest where the accident occurred. However, the first person to attend the accident site reported no eggs had been collected and there was no indication any of the nests in the area had been visited.
Figure 12: Inset from Figure 11 showing nests in the vicinity of the accident site with the status of ‘located’ on the Crocpad data
Source: Crocpad data overlaid on Google Earth, annotated by ATSB
OzRunways data
OzRunways flight path data was obtained for 2 of the R44 helicopters, including VH-IDW. The data contained tracks commencing about halfway between Mount Borradaile and the King River, and ceasing near the clearing where VH-IDW and its crew were last seen prior to the accident (Figure 13). The data for VH-IDW was recorded on the egg collector’s iPhone from 0841:28 to 0850:13 local time and uploaded to the OzRunways server. The data covered about 15 NM, equating to a ground speed of about 100 kt. The other track was from 0840:22 to 0850:15, indicating the 2 helicopters were operating in company.
Figure 13: Recorded OzRunways tracks of VH-IDW and another R44 helicopter
Source: OzRunways data overlaid on Google Earth, annotated by ATSB
No OzRunways data was retrieved from the accident pilot’s phone and no data had uploaded to the server from the pilot’s phone or iPad. The pilot reported that they generally used landmarks to navigate for the ferry flight, and would only use OzRunways, in combination with Crocpad, for the egg collection.
Communications
The egg collector carried a UHF radio to enable communication with the pilot. It was reported that as the egg collector usually held a bucket in one hand and a pole in the other, it was difficult for them to press the transmit button to talk to the pilot, so they would usually use hand signals to communicate. The accident pilot subsequently reported that egg collectors could easily hold the crate and pole in one hand, making the radio accessible. Additionally, the accident pilot reported that as the helicopter radio was selected to VHF at the time of the accident, they could not have quickly communicated with the egg collector as it would have required switching the radio selector to UHF.
The pilot who was first on the accident site estimated that the accident occurred at about 0922 while they were on the ground and out of radio range. This estimation was based on the pilot not hearing an unintelligible radio transmission, later attributed to IDW, that was reported to have been heard by the crew of the other R44 which was airborne at the time.
Accident site assessment
The ATSB attended the accident site on 2 March 2022. The site was in a paperbark swamp approximately 440 m east of the clearing where spare equipment was found and where VH-IDW was last seen. From the egg collector to the helicopter, the accident trail lay in an approximately north‑westerly direction towards, and about 150 m before, a nest that was assigned to the crew of VH-IDW.
Assuming a direct transit from the clearing towards the first nest, the trees between where the helicopter probably took off, and where the egg collector was released, were 12–15 m tall. The trees in the vicinity of the target crocodile nest were at least 18 m tall. The bucket and pole were reported to have been found on the ground between trees about 4 m prior to the long line attachment rings. The egg collector was located about 8 m beyond the attachment rings and between 2 trees (Figure 14). On the first tree in the direction of flight, a section of bark had peeled away, about 4–5 m above the ground. While this may have been evidence of possible recent impact, no associated bark was found on the equipment or egg collector.
Figure 14: Accident trail
Source: Northern Territory Police annotated by ATSB
The helicopter impacted the ground upright 44 m beyond the sling person, with the fuselage oriented on a heading of about 060° (Figure 15). The main rotor blades had struck one tall slender tree 3 times, indicating a vertical descent through the tree. The tree was about 9 m tall, with 2 distinctive upper branches that forked from the main trunk about 5 m above the ground. One rotor blade severed one upper branch 8 m above the ground, where the branch diameter was 35–40 mm). A blade then severed the trunk at the fork, 5 m above the ground, where the branch diameter was 50–55 mm. The final cut of the main trunk occurred 1.1 m above the ground, which was below the normal main rotor blade height above the ground in a level attitude.
The severed main tree stump (diameter 150 mm) was 2.4 m in front of the helicopter’s nose, leaning about 55° in the direction of main rotor rotation. The helicopter was facing over 90° right of the apparent direction of travel, consistent with rotation of the fuselage due to the main rotor blade’s impact with the tree trunk or pilot pedal input. During the accident sequence, one main rotor blade fractured about 1 m inboard from the blade tip, with the fragment located 45–50 m north‑west of the wreckage. It was noted that the main rotor pitch control link associated with this blade had fractured in overstress, with no damage to the other pitch link.
Figure 15: Site overview, with the orange arrow showing approximate direction of the accident trail
Source: Northern Territory Police, annotated by the ATSB
In addition to multiple rotor strikes to a single tree, indications of a mostly vertical descent, slightly right and nose-down attitude and a heavy impact included:
the landing gear had splayed almost to horizontal, and fractured
the forward cross tube was pushed up into the cabin, significantly reducing the available space in the rear cabin, resulting in empty egg crates in the middle of the back seats being distorted and wedged up against the internal cabin roof
both skids had fractured forward of the front struts
deformation to the nose was more pronounced to the right of the landing lights
the pilot’s seat was collapsed towards the front right corner.
The base of the pilot’s seat had crushed, as designed, to absorb impact forces. The pilot’s restraint had reportedly been cut by those first on site and used in providing first aid to stabilise their injuries.
All the helicopter components were located in the vicinity of the accident site, indicating that there was no in-flight breakup. The forward doors were not installed, and the rear doors had been ejected on impact but were reportedly moved and placed under the pilot for support.
The helicopter was in a black dirt swamp and surrounded by water, up to about 0.5 m deep. The swamp had a gentle flow away from the helicopter, in a northerly direction, toward a nearby creek that was part of the King River system. When the ATSB attended the site 2 days after the accident, both fuel tank caps were correctly fitted, there was no fuel smell, no fuel in the auxiliary tank and a very small quantity of fuel at the bottom of the main tank.
The impact forced the right side of the transmission deck up to contact the underside of the auxiliary tank, such that the fuel drain could not be accessed. There was no evidence of fuel leaks on the transmission deck, from either tank or associated fuel lines. The right-side low orientation of the helicopter would have directed any fuel in the main tank to the engine fuel hose union near the base of the inboard side of the tank. Any fluid that leaked from the helicopter would have flowed downstream and away from the site.
The first person to arrive at the site could not recall checking the fuel tanks, but 2 others who arrived in the second Helibrook helicopter reported having observed the first person to arrive look in one tank and advise that there was fuel visible. In addition, the Helibrook chief pilot who was on board the second Helibrook helicopter reported looking in one tank and seeing a shimmer of fluid however, they did not dip the tanks to check the quantity. The first person to arrive at the accident site reported that there had been a fuel smell, but subsequently reported that the fuel smell may have been from a damaged jerry can that had been behind the pilot’s seat at the time of the accident.
A CareFlight first responder who arrived at 1232 reported that there was no smell or indication of fuel, only hydraulic fluid, which created a sheen on the water. A photo taken at 1555 on the accident day showed a slick on the water near the accident site. It was unknown whether that was from hydraulic fluid, fuel or another source. The ATSB obtained images of the site taken in June 2022, 4 months after the accident, in which there was no evidence of vegetation dieback that can indicate fuel contamination. However, 206.2 mm of rainfall had been recorded at the nearest Bureau of Meteorology weather station (Warruwi Airport) since the accident, reducing the likelihood that vegetation dieback would be evident.
The first person to arrive at the accident site also reported that there was no power to the aircraft when they arrived, but they switched off the electrical system master and alternator switches as a precaution, and rotated the main rotor blades to provide shade for the pilot. They further reported the fuel mixture control was in the full rich position and the magnetos were selected to ‘Both’, consistent with positions identified by the ATSB on site. The engine RPM governor switch, located at the forward end of the collective, was found in the OFF position. The hour meter read 2070.05. The stowage space under both forward seats was inspected, with nothing being located under the left seat and several small items, including a damaged headset, under the pilot’s seat. The POH and maintenance release were not in the helicopter.
No oil was found in the hydraulic system, however, hydraulic fluid was observed on the main transmission deck. The hydraulic switch was selected ON at the cyclic. Flight control continuity from the tail rotor to the main rotor head, above the transmission deck, was established. The fuses for the belt tensioning actuator, in-use and spare, were noted to be the correct amperage and undamaged. All 4 drive belts were present. The distorted pannier prevented easy access to the left side of the engine and the underside of the helicopter was not accessible due to the collapsed landing gear and distortion to the engine cowls. On-site images indicated that the engine was probably above the water level, however, water may have entered the cowls on impact.
The tail cone remained connected to the fuselage. There was no damage to the upper vertical fin and horizontal stabiliser. The tail cone and the lower vertical fin displayed compression damage consistent with terrain impact.
The tail rotor assembly was secure and rotated freely. Oil was evident in the tail rotor gearbox sight glass and the chip detector was clear of metal contamination. The tail rotor blades were in new condition and undamaged, with some light wood debris at the tip on the leading edge of one tail rotor blade. There was some corresponding minor scuffing to a partially submerged, sodden tree branch immediately under the tail rotor, consistent with contact following a vertical descent.
The ELT’s mount was located in the main rotor gearbox bay however, the ELT was not installed. The ELT harness, which included a quick disconnect socket, and antenna cable, were secured with cable-ties. The ELT end of the antenna cable was secured to the helicopter frame with tape. The remote switch, located next to the cyclic, was in the default ‘armed’ position.
Following on-site examination, VH-IDW was slung from the site by another helicopter. People on the ground when VH-IDW was lifted from the accident site did not report observing any fuel leaking from the helicopter. During the retrieval, VH-IDW was lifted multiple times, and also put down heavily en route to Jabiru, Northern Territory due to a technical issue with the slinging helicopter. At Jabiru, VH-IDW was loaded upright onto a truck and transported 252 km by road to a secure facility in Darwin for detailed examination. The switch positions identified on site were not altered during the retrieval and arrived in the same positions.
Helicopter examination
Hook system
The hook electric and manual release systems could not be functionally tested due to impact damage. However, both manual release T handles were found in the down position (not activated) and visual inspection did not identify any faults with the dual hook system. The hooks were found in the ‘up and locked’ position when the wreckage was lifted during retrieval from the accident site. Following activation, the hook arm would normally remain open, until manually relatched by pushing the hook up to the closed/locked position. In this instance, having had to open to release the egg collector, they were likely closed by the subsequent helicopter ground impact.
Drivetrain
Continuity of the drivetrain was established from the main rotor gearbox to the tail rotor gearbox, including all flex couplings. There was some distortion to the main rotor gearbox input driveshaft yoke and flex coupling, along with minor scraping on the transmission deck under the intermediate flex plate which was consistent with an unpowered rotor system (see the section titled Autorotation) during a heavy impact.
The main rotor gearbox could be rotated without restriction and the oil level was in the middle of the sight glass. Several main rotor gearbox mounts were fractured and the chip detector was damaged from perforating the transmission deck but was clear of debris. There was no indication of overheating of the main gearbox or clutch assemblies.
The clutch assembly was disassembled with no obvious damage to the sprags or race surface, consistent with the helicopter being in autorotation during multiple tree strikes before impacting the ground.
The belt tensioning actuator assembly had fractured in overstress at the connection to the upper bearing assembly and at the actuating rod. The actuator rod extension was consistent with properly engaged belts, which included assessment of expected stretch typical of their time in service. The drive belts were intact and appeared in reasonable condition although they were displaced from their respective sheave grooves, which was typical of heavy impact and actuating rod failure.
Main rotor
The main rotor head droop stops were undamaged with no evidence of excessive teeter or mast bumping. Both blades exhibited rearward distortion about mid-span, with some mild upward coning, indicative of low energy during the descent and tree strikes (Figure 16). The fractured pitch link failed in overstress at the upper rod end thread. The corresponding rod end was secured to the pitch horn, with a slight inboard deflection consistent with the rotor strike and blade fracture. The associated fractured blade had more pronounced coning near the hub, and impact marks and deformation on the lower surface, consistent with the blade being able to rotate about the pitch axis (up) following the pitch link failure. The blade tip was likely liberated at the stump strike.
Figure 16: VH-IDW’s main rotor blades showing rearward bending and fracture
Both main rotor blades were cut at the accident site to facilitate transport to Darwin
Source: ATSB
Control continuity
Flight control continuity was established throughout. Many control tubes had fractured due to overstress associated with impact, but the corresponding rod ends were secured to bell cranks. The left seat quick-disconnect (dual) controls were not installed and the cyclic boot was in place. The collective friction device had fractured due to impact forces. There was some movement in the collective, but it was restricted due to damaged control tubes. The overtravel spring was bent in a manner consistent with impact damage.
Engine RPM governor
A power source was applied to the governor motor. The motor operated in both directions with no evidence of interference. The governor wiring loom connector was secure and there was no evidence of loose or deformed pins. The governor switch was functional, with the governor itself sent to Robinson for testing under supervision of the US National Transportation Safety Board and found serviceable.
Hydraulics
The aft servo return line tee union was found to have fractured in overstress. The filter was clear with no sediment and the pump was secure. The solenoid that actuated the pressure shut-off valve was also tested and found functional.
Emergency locator transmitter
As detailed above, on-site examination identified that no ELT was fitted to the helicopter. The ATSB was subsequently provided with an ELT by the helicopter operator, who reported that they had removed it from the site after the accident. They advised that it was typically carried under one of the seats, otherwise it would get wet and erroneously activate. The produced ELT was registered to a former Helibrook chief pilot and not associated with any aircraft registration. It appeared intact, in reasonable condition, was switched off and its battery was due to expire in August 2022.
The Australian Maritime Safety Authority confirmed that previous unintended ELT activations had occurred due to water ingress and identified one record of activation of the ELT associated with VH-IDW, which occurred on 28 December 2021. A company representative for VH-IDW had advised the authority that the ELT had self-activated, likely due to water making contact with the ELT while collecting crocodile eggs. That ELT was not the one provided to the ATSB.
Warning and caution lights
All warning and caution lights were inspected, and electrical continuity confirmed. The filaments of the low rotor, low fuel, alternator and governor warning lamps were subsequently inspected under a microscope with none found stretched or broken as sometimes occurs if illuminated at impact. However, due to variables that affect the rate of acceleration applied to the filament, the absence of filament stretch does not enable a conclusion regarding whether or not the light was illuminated.
Electrical system
The helicopter battery was found out of the battery box but still connected to the helicopter by the battery leads. The alternator control unit was secure and connected.
Hour meter
One of the 2 electrical connections at the back of the hour (Hobbs) meter was found finger tight. Despite that, the connector would not move freely and had a lock washer under the nut to prevent it from coming loose during operation. However, only a small amount of hand pressure was needed to move the connection, consistent with it having been tightened by hand rather than with a spanner or socket.
Indications of engine rotation at impact
There were no indications of engine rotation at impact, evidenced by:
no rotational damage to the engine cooling fan or housing
no slippage to the cooling fan retention nut alignment mark
no evidence of rotational scoring to the alternator housing or cooling fan and backing plate.
Significantly, impact damage and bending to the upper sheave forward end, lower surface was consistent with impact with the starter ring gear, and showed defined teeth impact marks, with no smearing (Figure 17).
This strongly supported the ring gear being stationary (engine stopped) when the helicopter collided with terrain.
Figure 17: Upper sheave damage from impact with non-rotating starter ring gear
Source: ATSB
Powerplant
External engine examination
External examination found no evidence of a catastrophic engine failure. The throttle butterfly was fully open at the fuel control unit, however as the impact forces would have tended to pull it open, the throttle position prior to impact could not be determined.
Oil
The engine oil cap and dipstick were secure, and the sump plug was relatively clean. The ATSB drained 8.6 L of oil from the engine with no significant debris found in the oil. The recommended maximum engine oil quantity was 9 quarts (8.5 L). Although the oil level slightly exceeded the maximum recommended capacity, it would not have affected the engine’s performance. The oil filter was opened and inspected with nil contamination identified on the filter element.
Air
Induction air enters through an opening on the right side of the fuselage and passes through the air filter within the air box. Air then passes along a flexible sceet duct, through the fuel control unit and into the engine. The air intake was damaged consistent with accident impact, but there was no evidence of blockage or ingestion of foreign material. The air box casing was distorted, also consistent with accident damage, though the filter was clean and there was no sign of blockage. The induction sceet hose had been crushed consistent with impact forces. The induction hose was also checked for delamination, due to a previously-identified issue with some induction hoses, and none was evident.
Engine examination
The engine was shipped to a CASA-authorised maintenance facility for examination under ATSB’s supervision. Differential compression checks were carried out on the assembled engine. Cylinders No. 3 and No. 6 were below the limit of 60/80, which the engine manufacturer advised was the point that removal and overhaul should be considered (Table 2). However, cylinder compression is normally checked on a warm engine, as a cold engine may not provide reliable results.
Table 2: Compression checks of assembled engine – red denotes below limit
Cylinder No.:
1
2
3
4
5
6
Compression
78/80
70/80
45/80
60/80
78/80
0/80
The cylinders were then removed from the engine and subjected to a second, differential compression check on a test bench. During testing, the valves were tapped to ensure any debris was not preventing a good seal. All cylinders then reached or exceeded 70/80 except cylinder No. 6, which only attained 5/80. The leak from cylinder No. 6 was visually identified as coming from both valve seats.
The valves from cylinder No. 6 were removed and the seating surface contact was examined. The seating faces were uneven (nonconcentric), particularly on the intake, and the exhaust seat had a low spot consistent with the valve not sealing properly (Figure 18). The poorly seated valves would have accounted for the low compression although the valves appeared in good condition with no evidence of carbon build-up. The No. 6 cylinder had been overhauled in 2016 and a vacuum pressure test was reportedly conducted at the time to check for leaking, however the results weren’t recorded. After overhaul, the cylinder was stored until installation in VH-IDW in 2022.
Figure 18: No. 6 cylinder intake and exhaust seats showing nonconcentric valve seating and low spot
Source: ATSB
The engine examination also found corrosion in all intake tubes, consistent with post-accident moisture from the impact in the swamp.
Prior to removing the cylinders, the valve trains were removed, and the hydraulic plungers were returned to a dry/deflated condition. After reassembly, the rocker arm to valve clearances were checked and only 5 of the 12 clearances were found to be within the engine manufacturer’s service limits. Table 3 shows the resulting clearances, with those out of service limits highlighted in red. Valve clearances were set on installation of the cylinder and can vary with wear. Insufficient clearance may prevent the valve from closing properly and excessive clearance can reduce valve lift and duration.
Table 3: Rocker arm to valve clearance – red denotes outside limits (0.28–0.80”)
Cylinder No.
Intake valve
Exhaust valve
1
0.110
0.047
2
0.022
0.024
3
0.032
0.036
4
0.016
0.095
5
0.000
0.052
6
0.000
0.047
The low compression in cylinder No. 6 would reduce the maximum power output and at any achievable power output, the fuel consumption would be higher than an engine with compressions within service limits. No defects were identified that should have resulted in sudden power loss or engine stoppage.
The ATSB also obtained an expert opinion from the engine manufacturer, regarding the engine and specifically the low compression result. They advised that low compression in the cold test scenario was not necessarily representative of results obtained from a warm engine. They also stated that the low compression would not result in a significant power reduction or sudden engine stoppage.
Loose B nut
At the engine examination, it was identified that the ‘B’ nut[14] on the fuel control unit (FCU) was loose – about 1.5 turns from tight. This was not indicative of its security at the time of the accident as it was loosened by an ATSB investigator during engine removal prior to shipping for examination.
Ignition system
The engine data plate recorded the engine-to-magneto timing as 20° before top dead centre. The left magneto[15] timing to the engine was found at about 35° and the right magneto timing at 23°. The incorrect timing of the left magneto was assessed as having resulted from impact forces, which resulted in mount fracture and anticlockwise rotation of the magneto that advanced the timing. The external oil filter impacted the right magneto.
Testing of spark plugs and visual inspection of the ignition leads found no defects of the ignition system.
The magnetos were functionally tested and internally inspected at a CASA-authorised electrical and instrument maintenance facility, under the supervision of the ATSB. The magnetos were run on a test bench and both functioned throughout the normal operating range, with nil faults. The magnetos were then partially disassembled for internal examination and testing including points gap and continuity, internal timing, coil and capacitor serviceability. Both magnetos were found to be in normal operating condition.
Fuel system examination
Fuel tanks
The fuel system includes one main and one auxiliary tank, a gascolator, and a shut-off valve, with the associated pilot control knob located between the front seats. The fuel shut-off selector knob was found separated from the control tube and free to rotate however, the valve position was consistent with the fuel selected to the on position. The auxiliary tank was correctly interconnected with the main tank and, due to it being mounted higher than the main tank, would empty first while fuel remained in the main tank. The inter-tank flexible hose assembly was found clear of obstructions.
The fuel tank bladders remained intact despite splitting along riveted joins and punctures to the outer aluminium tanks. The aluminium tanks showed impact damage and subtle deformation (Figure 19 and Figure 20). Robinson assessed that the deformation of the fuel tanks was consistent with ‘lower fuel quantity’ but could not determine whether the deformation was due to impact damage, bulging of internal contents, or a combination of both. Robinson provided an image of an auxiliary tank that was known to have been nearly full at impact for comparison, which presented severe bulging over the entire tank (Figure 20). When compared with the exemplar image, the damage to VH-IDW’s fuel tanks was assessed as representative of the high vertical impact resulting in severe distortion to the airframe around the tanks, with little or no fuel within. This was also consistent with an ATSB investigation into a previous Robinson R22 accident, in which the tank was half-full on impact and displayed distinctive bulging from the internal contents that was not evident in the deformation of VH-IDW’s tanks.
Figure 19: VH-IDW’s auxiliary and main tanks showing subtle deformation and compression damage
Source: ATSB
Figure 20: An exemplar auxiliary tank known to be nearly full at impact and VH-IDW’s
Source: RHC, annotated by the ATSB
All remnant fuel was drained from the main tank on arrival at Darwin. It comprised about 250 ml of blue fuel (Figure 25), contained minimal debris/sediment and was tested clear of water. No fuel was found in the auxiliary tank. Noting as detailed previously (see the section titled Fuel capacity, calibration and indications) that the helicopter’s fuel system had 4 L of unusable fuel, the relatively small recovered quantity indicated that fuel had either been removed from the tanks after the accident or, considered more likely, had leaked out following the accident and/or during the transport from the accident site to Darwin.
Pressurised fuel system
The pressurised fuel system includes an engine-driven fuel pump, an electric (auxiliary) fuel pump and a fuel return line, which allows pump supply in excess of engine demand to return to the fuel tanks. If pressure from the electric pump is low in flight, a pressure switch illuminates the auxiliary fuel pump caution light. Return fuel passed through the fuel pressure relief valve (FPRV) and then flowed to a tee junction connected to the auxiliary tank. The return fuel jet and tee assembly were found to be installed correctly.
The FPRV was tested on a rig, to simulate both fuel return and static leak from the tank back into the engine fuel system. The FPRV fully opened at about the expected parameter however, a small bypass at lower pressures was noted. Robinson reported that the flow curve was similar to other FPRVs they have seen with significant time in service, and advised that:
We have done extensive testing, with [US Federal Aviation Administration] FAA involvement, on valves with variations in their flow curves, and found that they have very little to no effect on engine operation, both with and without the electric (auxiliary) pump operating and not operating. We found that the only FPRV valve condition that had any effect on the engine operation was a valve that was simulated as being stuck in an excessively open position, and in that case the stuck valve resulted in illumination of the auxiliary fuel pump caution light in idle and run-up (as well as at flight power levels).
The electric fuel pump was connected to a power source and operated. The pump was then disassembled, and the pump vane could be rotated manually. The electric motor was worn, with brushes almost down to the leads and the commutator grooved (Figure 21).
Figure 21: Electric fuel pump showing worn brush and commutator
Source: ATSB
There was no sign of particulate contamination or water in the fuel system.
The mechanical (engine-driven) fuel pump serial number matched that recorded as being installed on 7 February 2022. The pump was not blocked, and no defects were found. In addition, function of the driving plunger was observed with engine rotation.
Fuel control unit examination
The FCU was examined by a specialist at a CASA-authorised maintenance facility, overseen by the ATSB. There was no fuel found in the FCU, and the finger filter was clear. The throttle arm was distorted and there was damage to the FCU body, near the mixture control lever, consistent with impact forces. The nozzles were all visually clear and were bench tested. The fuel flow was within the service limits for overhauled nozzles (31.4–32.6 lb/h) except No. 6, which was slightly low (31.0 lb/h). The fuel system specialist advised the slightly reduced flow would not stop the engine from operating.
On the test bench, the FCU tested slightly high (running slightly rich) at the lower power setting, and within limits at all other settings including maximum power. The specialist advised that it was not uncommon for the low-test point to become overly rich. During the testing, flushed fuel was passed through a filter membrane with no contaminants collected. The FCU diaphragm was in good condition and there was no evidence of water contamination in the FCU. Throughout the examination and disassembly no seals or O-rings were found to be failed or damaged. The throttle mechanism was functional.
Fuel system disruption
The fuel lines, flow divider and gascolator were all clean, and empty of fuel. The gascolator drain valve was found depressed against the firewall when examined at the Darwin hangar but reset when manipulated. Upward forces during impact distorted the aircraft structure around the drain assembly resulting in the drain extender tube, used to compress the drain valve, bending and splitting (Figure 22).
Following removal from the accident site, yellow sand was observed in the end of the tube, which was consistent with the site where the helicopter was set down during the wreckage retrieval. The sand likely entered the tube as the skids were removed prior to extrication of the wreckage from the swamp, leaving the tube as the lowest point below the fuselage. The gascolator bowl was dry and the filter screen was clear. Examination of the cowls did not identify any discolouration or staining that would be associated with leaking fuel, either prior to, or after the accident.
Figure 22: Gascolator, drain valve and tube, and R44 II Illustrated Parts Catalog extract
Source: Robinson Helicopter Company and ATSB
The fuel flow transducer, positioned between the fuel control unit and flow divider, had a fractured outlet fitting. The fracture surface was consistent with impact damage, with no evidence of pre‑existing fatigue. On behalf of the ATSB, Robinson conducted a test by removing the fuel line (and transducer) from the FCU outlet with the fuel valve open, mixture full rich and throttle full open. Robinson found that due to gravity, the fuel flowed out at a significant rate and would eventually empty the tanks. Loose black organic soil consistent with the accident site filled the transducer end of the fractured fitting (Figure 23), which likely would have been dislodged at the fuel flow rate demonstrated by Robinson.
The flow divider was opened and noted to be dry and clean, and there were no contaminants or restrictions that would have prevented fuel flowing through each of the nozzles and into the cylinders.
Figure 23: Fractured fitting between transducer and flow divider
Source: ATSB
Fuel system indications
The fuel gauges and low fuel switch were independent systems, in that the low fuel switch would illuminate the low fuel warning lamp, independently of the fuel sender position. The float-operated low fuel switch assembly, located in the main tank, was electrically tested, while manipulating the float up and down, and found to be functional. Additionally, the low fuel switch and lamp were signed off as having been tested by the maintainer on 7 February 2022, as part of the periodic inspection.
The ATSB removed the fuel quantity senders from both tanks and tested the sender calibration in Darwin in June 2022. Further testing of the main tank senders and gauge was conducted by Northern Territory Police on behalf of ATSB in August 2023.
Both senders moved smoothly throughout the operating range. The R44 Maintenance Manual fuel quantity sender check specified positioning the float arm at 4 noted heights and measuring the resistance at each point to verify it was within the specified tolerance. The main tank sender could not be positioned to the up stop height and at the down stop was slightly below the down stop height for the testing, and measured slightly above the resistance range at the intermediate heights. When the fuel gauge was connected to the sender and a power source, the fuel quantity indicator needle moved smoothly from empty to full. The 4 sender test heights corresponded to the gauge indications at Empty, 1/4,1/2 and Full. As a result of the sender float arm position, the gauge very slightly overread (within a needle-width) at the lower 3 indications.
The results were sent to Robinson for expert assessment. Robinson advised that the testing indicated the main tank gauge would have been reading slightly higher than what was actually in the main tank, but ‘nowhere near’ the calibration sticker figures, which indicated the main tank gauge was underreading.
Examination of the auxiliary tank sender base plate identified a slight bend to the sender pole and that the strainer and siphon assemblies were distorted. It could not be determined if the distortion was associated with the fuselage impact forces, or pre-existing. Regardless, the strainer distortion would not have affected fuel flow to the tank interconnect hose. In addition, the siphon, part of the fuel tank drain system would have no effect on fuel supply to the engine. The ATSB determined that the auxiliary tank sender was within the required resistance range at the up and down stops.
Partial power loss
Robinson advised that main rotor blade strike, or strikes, to a tree could stall an engine at low power or idle, prior to impact with the terrain. The ATSB assessed all available evidence against the engine manufacturer’s troubleshooting tables for Low power and uneven running and Failure of engine to develop full power. In addition, the 29 items on Robinson’s troubleshooting checklist for low power were reviewed. All applicable items were tested where possible, within the constraints of damage. Nothing was identified that would likely result in a sudden onset of low power.
Fuel considerations
Fuel uplift
Procedure for filling tanks
The placard adjacent to the auxiliary fuel tank stated that the procedure to fill the tanks to full fuel entailed filling the main tank, then the auxiliary tank, then topping up the main tank. This procedure was required due to the self-levelling of the interconnected tanks.
The Helibrook operations manual included a procedure for hot refuelling (with the engine running). The manual stated that Robinson helicopters were not to be refuelled with the engine running,
unless a person remained at the controls and an authorised person who has undertaken training recorded on the Aircraft Refuelling Training Record Form 16 is available to carry out the refuel.
The Helibrook safety manager advised that they did not have a completed form for the pilot or the egg collector of VH-IDW, and there was no other evidence to indicate whether they had undertaken the training. The egg collector in the second helicopter to land at Mount Borradaile previously flew and collected eggs for Helibrook and was the only person present who had completed the required training to hot refuel a Helibrook R44 helicopter.
Noonamah
Based on interviews with the helicopter operator, pilot and fuel supplier, and the 2 most recently delivered fuel batch receipts, the Noonamah fuel storage tank contained blue 100 low lead (LL) Avgas. A total fuel quantity of 440 L was recorded as being taken from the Noonamah tank on 28 February, but there were no records of the quantity uplifted to individual helicopters. As well as VH-IDW, at least one of the other 2 R44 helicopters was reportedly refuelled when they arrived at Noonamah at about 0645 and several jerry cans were also filled from the Noonamah storage tank. The Helibrook R44 helicopter that flew to the site after the accident may also have used fuel included in that total.
The quantity and source of fuel remaining in VH-IDW prior to refuelling on the accident morning could not be determined. The accident pilot reported that they would have filled the helicopter to full at Noonamah, in accordance with normal procedures. They also stated that their usual practice was to set the chronometer to zero after fuelling the helicopter. Other pilots reported that normal practice was to ensure sufficient fuel to get to Mount Borradaile, but not necessarily to fill both tanks.
In a submission provided to the ATSB following review of the draft report, one of the egg collectors operating on the accident day reported that VH-IDW was filled with 100 LL fuel at a Helibrook base near Sweets Lagoon, 33 NM from Noonamah at the end of the previous day’s activities. They further reported that they were present at the hangar on the accident morning and had not observed VH-IDW being fuelled. Based on that account, if the helicopter was not refuelled at the hangar on the accident morning it would have departed Noonamah with 23-25 L less than the full fuel tank capacity.
Mount Borradaile
As detailed previously, based on the georeferenced in-flight photograph, VH-IDW probably arrived at Mount Borradaile at about 0816. This time was consistent with the departure and arrival time recorded on a GPS device on the third R44 helicopter to arrive at Mount Borradaile that morning.
There were no records of the fuel uplifted at Mount Borradaile. Those present at Mount Borradaile reported that the R44 helicopters were hot refuelled. The accident pilot reported that their normal action was to always fill the helicopter to full at Mount Borradaile.
An Airbus/Eurocopter AS350 helicopter, with a pilot and crewman onboard, had landed at Mount Borradaile before the three R44 helicopters arrived. The helicopter was associated with the crocodile egg collection and its pilot was waiting for the pilot of the third R44 helicopter, who was the operator of the AS350, to assist with a maintenance issue with the AS350.
In preparation for the R44 refuelling, the AS350 crewman rolled 2 200 L drums out, checked they were marked WHNT, and verified they were labelled 100/130 green Avgas. They further recalled that the first drum had been partly used, and its lid was on tightly and difficult to open.
The helicopter crews reported that VH-IDW arrived first of the 3 R44s at Mount Borradaile. There were consistent recollections that the egg collector was in the pilot seat of VH‑IDW, and the accident pilot was in the passenger seat of VH-IDW, when it arrived. Pilot 2 (P2) and egg collector 2 (E2) were in the second helicopter and pilot 3 (P3) and egg collector 3 (E3) in the third.
When P3 arrived, they reportedly went immediately to the AS350 and did not witness the refuelling. The accident pilot could not confidently recall the refuelling events at Mount Borradaile, other than that they got into the third R44 and moved it up to the fuel drum. P2 reported that there was no drum pump carried in VH-IDW that day, and the pump used for refuelling was from the second helicopter. P2 and E2 reported that the pump from their helicopter was used by the accident pilot to put fuel into the main tank of VH-IDW, before the second helicopter moved to the drum. A submission to the ATSB following review of the draft report included a statement made in April 2023 by E2. In their statement, E2 reported that they had not seen VH-IDW being refuelled at Mount Borradaile.
In a statement to the ATSB in March 2022, E3 reported that when they arrived in the third helicopter at Mount Borradaile, they went to hold the hose for the accident pilot, who was getting ready to fuel VH‑IDW. They recalled that the third helicopter was refuelled next, and the second helicopter was still refuelling when the other 2 helicopters departed Mount Borradaile. However, in a subsequent statement in September 2022, E3 stated that they observed the egg collector partially fuelling VH-IDW before they took over and personally filled VH-IDW to full after first helping to refuel the third helicopter.
The AS350 crew reported that the 3 R44 helicopters left Mount Borradaile at 0830, which was consistent with the OzRunways recorded data for 2 of the 3 helicopters.
Based on the planned fuel figures, each R44 would have consumed about 80–90 L of fuel to reach Mount Borradaile. They therefore needed at least 80–90 L to fully fill at Mount Borradaile (noting that would have resulted in a minimum of 50% of the fuel in the tanks being 100/130 Avgas). The pump transferred about 1 L per revolution from the drum to the tank. After refuelling, the standard operating procedure required pilots to conduct fuel drains from 3 points on each helicopter to check for water and other contaminants. It was possible to fill each helicopter within a few minutes, particularly as several people capable of pumping fuel and conducting fuel drains were at Mount Borradaile.
The WHNT fuel drums at Mount Borradaile contained green-coloured 100/130 ‘leaded’ fuel.[16] The same person who rolled out the 2 fuel drums for the R44 pilots to refuel on the accident day, subsequently identified those drums and provided samples to the ATSB for testing. The person identified that as the drums had been reused, they had old 100 LL labels on the side, and the current 100/130 fuel labels on the top (Figure 24). WHNT was also clearly painted on the drums. The person checked the labels and seals, and recalled that the fuel in the drums was green.
Figure 24: WHNT fuel drum at Mount Borradaile showing distinct paint and labels. Inset: Fuel sample
Source: Supplied, annotated by the ATSB
The first drum rolled out was emptied on the accident morning then placed upside down by the AS350 crewman. As a result, when that crew person subsequently obtained fuel samples on behalf of the ATSB, the drum was distinctive as it had mud on the lid from having stood inverted. It was identified as the drum most likely to have been used first on the accident morning and VH‑IDW was reportedly the first helicopter to land at Mount Borradaile that morning. Samples from all 4 WHNT 100/130 drums at Mount Borradaile were taken to Darwin by WHNT and the ATSB arranged for the fuel to be tested.
The ATSB was subsequently advised that there were many empty fuel drums at Mount Borradaile, including some containing 100 LL located near the 100/130 drums. This raised the possibility that the drums used on the day of the accident may have been misidentified when samples were subsequently collected on behalf of the ATSB. However, a photo of one of those drums showed it was not painted with WHNT but was labelled with a different crocodile farm name and had a fuel expiry date of 13 October 2021. Additionally, the owner of the fuel supply reported that due to the remoteness and the criticality of having fuel available, they would not expect pilots to use fuel purchased for other operators and had not been advised of any fuel being wrongly taken.
Fuel testing and analysis
Testing of the fuel drained from VH-IDW found it was consistent with 100 LL fuel, partially evaporated due to handling post-accident (see Appendix A – Fuel analysis). Gas chromatography with mass spectrometry testing of the VH-IDW sample found that it comprised less than approximately 1% 100/130 Avgas (1% was the testing limit of distinguishing between 100 LL and 100/130). There was also no evidence of contamination with Jet A-1, diesel, premium 98 petrol (car fuel) or Opal (low-aromatic car fuel used in the Northern Territory).
Samples from the 4 drums at Mount Borradaile containing green 100/130 fuel supplied by WHNT were obtained. The fuel from the 2 drums identified as having been used on the accident morning, were tested and found to meet the specifications of 100/130 fuel in accordance with the supplied batch test results. Figure 25 shows the colour of the Mount Borradaile sample compared with the remaining fuel recovered from VH‑IDW.
Figure 25: Comparison of Mount Borradaile sample and VH-IDW fuel
Source: ATSB
Fuel jerry cans
Images provided to the ATSB from first responders at the accident site showed 2 jerry cans in VH‑IDW, one behind each of the front seats. The jerry cans were subsequently removed from the helicopter and were not at the site when the ATSB arrived, nor subsequently provided to verify their contents. Those first on site and the accident pilot reported that both were full at the time of the accident and had probably been filled at Noonamah that morning. The jerry can behind the pilot seat was reportedly damaged on impact and may have leaked fuel, although no one reported detecting fuel leaking at the time.
The ATSB considered the potential effect of interference with the site in relation to the laboratory fuel testing results. The only plausible scenario that permitted both the described full refuelling at Mount Borradaile with 100/130 fuel and the residual 100 LL identified in testing was if 40 L of 100 LL fuel was poured from the jerry cans into VH-IDW after the accident and then most of it subsequently leaked away before the ATSB assessed the tank fuel quantity on arrival at the accident site. To dilute the 100/130 fuel component to less than the tested 1%, there would have to have been less than approximately 800 ml of fuel remaining in tank at the time prior to the addition of 100 LL from the jerry cans, comprised of approximately 50% 100/130 and 50% 100 LL fuel.
No one at the site, including the first to arrive, who was there until 1555, reported seeing anyone pour fuel into, or drain fuel from, VH-IDW. It was also reported that fuel from the 2 jerry cans was emptied into other helicopters that attended the site prior to their return to Darwin. Further, the empty jerry cans were then reportedly used to transfer fuel from a fuel drum to a helicopter at Mount Borradaile on the return to Darwin.
Fuel flow
The Helibrook operations manual required pilots to use a fuel flow rate of 60 L/h for flight planning purposes for R44 II helicopters for ‘normal, specialised and holding’, and a fixed reserve of 20 minutes (20 L). In a submission to the ATSB draft report, the pilot stated that VH‑IDW’s normal fuel burn was 60 L/h. The operator reported that VH-IDW normally consumed about 65–70 L/h.
Robinson does not publish fuel flow rates for their helicopters. They provide a planning fuel flow of 60 L/h and guidance including to record the hour meter reading each time fuel tanks are filled, check the fuel level in the tanks visually, continually check hour meter and fuel gauges, and to refuel before the main tank fuel gauge reads less than 1/4 full.
With 176 L of usable fuel (full fuel) with no reserves, VH-IDW would have the following endurance:
2 hours 56 minutes at 60 L/h
2 hours 42 minutes at 65 L/h
2 hours 31 minutes at 70 L/h.
Required engine power, and therefore fuel flow, is highest during take-off, landing and while hovering. As such, when conducting low‑speed flight while carrying an external load, the engine would be operating at high power and fuel flow rate.
Low compression in one cylinder results in less power produced compared to the other cylinders. Therefore, a higher power setting and increased overall fuel usage would be required to achieve the same airspeed as a fully serviceable engine. The actual increase in fuel consumption on the accident day due to low compression in the number 6 cylinder could not be quantified as the specific compression was unknown.
Regarding in-flight fuel re-planning and quantity measurement, the Helibrook operations manual stated:
Single-pilot low-level aerial work activities undertaken by this company are such that the priority of maintaining control of the aircraft and awareness of their surroundings prevents more than a visual scan of the fuel quantity gauges. For these operations where the recording of fuel figures may be detrimental to safe flight, fuel state will be managed using visual gauge checks, watches and reference to elapsed flight time.
The pilot reported never using the fitted fuel flow meter and the display was not visible in the in‑flight photo.
Operational information
Loading and performance
The RFMS required that the weight and centre of gravity be checked to verify the helicopter remained within the approved limits throughout each flight. Although not required to be documented, there was no evidence that a weight and balance assessment had been conducted on the accident day.
Based on photos, interviews, and evidence from the accident site, when the helicopter departed Noonamah on the accident morning with the pilot and egg collector on board, its contents included:
slinging equipment
6 to 10 egg collecting buckets and poles
2 x 20 L jerry cans filled with 100 LL Avgas fuel
8 x 1 quart (0.95 L) engine oil cartons
fishing rod/s, firearms, drink bottles, ammunition and personal effects.
The ATSB did not have access to many of these items and it is unknown if other items may have been on board but removed from the site. Therefore, the helicopter’s exact total weight at the time of the accident could not be calculated. However, based on the available information, the helicopter was likely operating below the maximum allowable weight of 1,134 kg at the time of the accident.
In addition to the gross weight limit, it was also a requirement of the RFMS for HEC operations that the aircraft was operated at a weight at which the helicopter could hover out of ground (OGE) effect[17] at least 3,000 ft above the ground. Due to the above uncertainty associated with the helicopter’s actual weight (including its fuel quantity), and the identified low engine cylinder compression, it was not possible to determine whether OGE performance existed at the time of the accident. However, in the ambient conditions at the time of the accident, the helicopter would not have met the 3,000 ft out of ground effect hover capability requirement at its maximum gross weight (1,134 kg).
The RFMS also stated that the maximum weight permitted on the dual hooks was 129 kg including the sling person, line, harness, equipment, bucket and crocodile eggs. At the time of the accident, the egg collector with equipment weighed 118 kg and the line weighed 26 kg. The total weight on the hooks was therefore 144 kg plus the bucket, pole and small items that were not weighed. Although this exceeded the permitted weight, there was no evidence the hooks or associated equipment had failed.
Autorotation
In the event of an engine power loss, drive is no longer supplied to the rotor system and the pilot must lower the collective and sometimes conduct an initial flare to maintain sufficient rotor RPM while establishing autorotation. In an autorotation, the rotor blades are driven solely by the upward flow of air through the main rotor. The total energy available for an autorotation in the event of a power loss comes from the kinetic energy of the rotor blades and airspeed, and potential energy, which is directly proportional to the height.
Several factors affect the rate of descent in autorotation: bank angle, density altitude, gross weight, rotor RPM, trim condition, and airspeed. Two aspects pilots commonly use for managing distance travelled and rate of descent, are airspeed and rotor RPM.
In an autorotation in an R44 II, the rate of descent is high at zero airspeed, lowest at 55 kt, and increases again at higher airspeeds. The only energy available to arrest the descent rate for landing is the forward speed of the helicopter and the rotational kinetic energy stored in the rotor blades. Maintaining adequate rotor RPM is essential to ensure sufficient energy to flare the helicopter for landing. The flare is a critical manoeuvre that ensures safe completion of a power-off landing. The flare simultaneously decreases forward speed and rate of descent while increasing rotor RPM. Flaring too far away from the ground will leave the helicopter without sufficient energy to cushion the landing.
The R44 II POH stipulated that in the event of complete power loss, the pilot was to immediately lower the collective to enter autorotation. The specific procedure for power failure between 8 and 500 ft above ground level was:
Lower collective immediately to maintain rotor RPM.
Adjust collective to keep RPM between 97 and 108% or apply full down collective if light weight prevents attaining above 97%.
Maintain airspeed until ground is approached, then begin cyclic flare to reduce rate of descent and forward speed.
At about 8 feet AGL, apply forward cyclic to level ship and raise collective just before touchdown to cushion landing. Touch down in level attitude and nose straight ahead.
The minimum rate of descent during an autorotation was about 1,350 ft per minute at an airspeed of 55 kt and rotor RPM 97% when below 500 ft.
Height-velocity diagram
A height-velocity (H/V) diagram is required for single-engine helicopters certified under FAR Part 27. The diagram:
defines an envelope of airspeed and height above the ground from which a safe power-off or one engine inoperative (OEI) landing cannot be made (FAA, 2014).
The Robinson R44 II Pilot’s Operating Handbook (POH)[18] included the H/V diagram for R44 II helicopters, including VH-IDW (Figure 26).
Figure 26: Robinson R44 II height-velocity diagram
Source: Robinson Helicopter Company R44 II POH
When operating at low speed in the shaded (or ‘avoid’) area on the left side of the diagram, in the event of a power loss, a pilot may have insufficient height to accelerate to the speed required to autorotate successfully (autorotation speed).[19] Above a certain height above the ground, at least 400 ft for the R44 II depending on the density altitude, it is possible for a pilot to achieve autorotation speed even from a high hover (FAA, 2019). In the shaded area on the lower right side of the diagram, the combination of faster airspeed and proximity to the ground provides limited reaction time for the pilot in the event of in-flight emergencies. The FAA Helicopter Flying Handbook (FAA, 2019), stated:
the shaded areas should be avoided, as the pilot may be unable to complete an autorotation landing without damage.
The unshaded region of the diagram shows the combinations of airspeed and height above the ground that allows a pilot to successfully complete a landing in a full autorotation without requiring exceptional skill. At low heights (below about 10 ft) with low airspeed, such as a hover taxi, the helicopter is in a safe part of the H/V diagram. There, a pilot can use the kinetic energy from the rotor disc to cushion the landing with collective, converting rotational inertia to lift. An increase in height without a corresponding increase in airspeed puts the helicopter above a survivable un‑cushioned impact height, until a height is reached from which rotor inertia and gravitational potential energy can be converted to sufficient lift to reduce the vertical velocity at impact to a survivable value (FAA, 2019).
Rotorcraft flight manual supplement
Limitations and procedures for HEC operations
A requirement of certification of the dual hooks for HEC was to have the appropriate limitations and procedures for conducting human external cargo operations incorporated in the rotorcraft flight manual supplement (RFMS). The first draft of the RFMS associated with the STC for the hooks system was developed in 2013, and revision 13 of the R44 RFMS for HEC Dual Hook was approved by CASA, along with the STC, in July 2021.
The CASA-approved rotorcraft flight manual supplement
The CASA-approved RFMS and associated STC were specifically for the activity of collecting crocodile eggs, and some operational procedures were included in the RFMS. The RFMS Introduction stated that it was only valid if the operator also had ‘CASA approved operational procedures for use of the HEC Dual Hook system’.
The RFMS Section 1 General, contained a warning of elevated risk to aircrew ‘and particularly the Human External Cargo (HEC)’ involved in helicopter crocodile egg collection operations. The elevated risks included:
a. Any failure in the attachment of the line to the helicopter, lines and harness, including accidental release actuation, inevitably results in injury or death of the HEC.
b. In any malfunction of the helicopter resulting in an emergency landing, the HEC does not have the protection of the airframe structure and restraint harness.
c. The helicopter is operating most of the time in the corner of the speed/height diagram for which a safe landing may not be possible.
d. Operating the aircraft to safely position the HEC in relation to the ground and obstacles is a high skill, high workload operation.
It then detailed additional risks including the:
‘use of a low powered single piston engine helicopter’
lack of a ‘spotter’ in the aircraft due to R44 weight restrictions
isolated nature of crocodile egg collection
potential for crocodile attack.
Section 2 Limitations included:
a maximum airspeed of 60 kt during HEC operations
maximum 15 kt wind
no operations within 5 NM of lightning
a weight limit such that the helicopter has out-of-ground-effect hover capability at least 3,000 ft above ground level
maximum 129 kg down weight: combined weight carried on the hooks including the HEC person, line, harness, equipment, crocodile eggs and their container
HEC line length between 48 and 105 ft (15–32 m).
The RFMS Section 3 Emergency procedures stated:
Survivability of HEC personnel during an in-flight emergency is best accomplished by having suspended personnel remain attached to the aircraft as it makes an emergency landing. Apart from exceptional circumstances, release of the HEC line is not an operational consideration while human external cargo (HEC) is attached beneath the aircraft. In case of an aircraft emergency, the pilot will normally conduct a landing with HEC attached to the short-haul line. The only exception is the HEC or line snagging on terrain, or the probability that this may happen. The choice by the HEC person to cut away from the line is a personal decision depending on the circumstances and best chance for survival.
WARNING
Short-haul operations are inherently dangerous and could be fatal. This must be discussed in detail during training, re-currency and mission pre-flight briefings.
NOTE
It is imperative that potential emergency scenarios, actions and reactions likely required of all involved personnel are discussed as thoroughly as possible prior to flight.
PQRS [PRIMARY QUICK RELEASE SYSTEM] OPERATION
Emergency use of the PQRS is restricted to circumstances where the pilot judges that the consequences for the HEC person are outweighed by the reduction in risk for the aircraft and aircrew.
…
ENGINE POWER LOSS
In addition to the procedures defined in the [Rotorcraft Flight Manual] RFM
1. Roll away, upwind if possible, away from the HEC person.
2. Attempt to touch down level and clear of the HEC person. If insufficient clearance from HEC person, touch down banked so the rotor will be away from the HEC person.
NOTE
HEC person is to rapidly unhook or cut the lines and lay prone on ground to minimize injury risk from the helicopter.
GRADUAL ENGINE POWER LOSS
1. If obstacles permit, place the HEC person on the ground if possible.
2. Attempt to touch down level and clear of the HEC person. If insufficient clearance from HEC person, touch down banked so the rotor will be away from the HEC person.
NOTE
HEC person is to rapidly unhook or cut the lines and lay prone on ground to minimize injury risk from the helicopter.
In establishing the emergency procedures, the design engineer advised that considerations of the line disconnecting (uncommanded) resulting in release of the HEC, were addressed by the hooks’ compliance with FAR certification standards for hooks for HEC. They reported that it was recognised that engine failure was the biggest risk. In managing this risk, the expectation was that an engine would rarely stop suddenly – usually running rough and degrading over a period of 30–60 seconds before stopping. It was considered that expected behaviour should give a pilot time to manoeuvre the helicopter away from the HEC, preferably downwind.
Furthermore, the design engineer advised that the emergency procedures were based on minimising risk to the HEC because the sling person was unprotected, whereas the pilot had a seat, restraint, and airframe as protection. Jettisoning the HEC from higher than 10 to 15 ft above ground would likely result in fatality, therefore keeping the HEC on the line while the helicopter autorotated, was assessed as offering a better overall outcome. The design engineer reported that at the time of the STC approval, the FAA advised that they could see ‘almost no circumstances in which the pilot would release the HEC’, but that more recently FAA’s emphasis had changed to requiring a very high degree of engine and systems reliability.
Comparison emergency procedures
US Department of the Interior
The US Department of the Interior (DOI) defined the transport of one or more people suspended beneath a helicopter as ‘short-haul’. The DOI Helicopter Short-Haul Handbook outlined minimum policies, procedures, qualifications, training requirements and equipment for helicopter short-haul programs, and was accepted as ‘best-practice’ guidance material.
Preplanning for emergency procedures is a critical component of risk management. Accordingly, each short-haul program must evaluate and discuss potential scenarios and actions that may best mitigate any associated hazards. Training for effective crew resource management should be a part of this process.
It is imperative that everyone involved in short-haul understand how instantaneously an in-flight emergency may occur. Survival of short-haul personnel during an in-flight emergency is best accomplished by having suspended personnel remain attached to the rope while the pilot attempts emergency landing. Examples of formalized emergency planning procedures are outlined below.
WARNING: Short-haul operations are inherently dangerous and could be fatal. This must be discussed in detail during training and recurrency. Release of the short-haul line is a possible consideration while human external cargo (HEC) is attached beneath the aircraft. In case of an aircraft emergency, the pilot may attempt to land with HEC attached to the short-haul line. The decision of any short-hauler to cut away from the line is a personal choice depending on the circumstances and best chance for survival.
The only difference between this text and the CASA-approved RFMS Emergency procedures, was that the DOI Handbook stated that ‘Release of the short-haul line is a possible consideration’, whereas the RFMS stated ‘Apart from in exceptional circumstances, release of the HEC line is not an operational consideration’, while HEC is attached beneath the aircraft. Both documents stated that the HEC survival was best assured by the sling person remaining attached to the line in the event of an emergency landing.
Other dual hooks for HEC RFMS
There were no STCs for dual hooks for HEC for R44 helicopters in Canada or the US. The ATSB reviewed the RFMS and STCs for dual hooks for HEC (using single turbine engine helicopters) that were approved in Canada and the US. Those STCs were used for multiple activities, unlike the R44 dual hooks with HEC for crocodile egg collection, which were only approved for that activity.
In Canada, single turbine engine HEC was only approved for rescue and similar activities considered to be in the public interest, that is, where there is a value of life consideration. The RFMS approved by Transport Canada incorporated only emergency procedures as they related to failure of the hook system. For example, a Transport Canada-approved RFMS for Bell 206L‑series helicopters HEC dual hook system Emergency/malfunction procedures section consisted of:
the need to release both hooks to jettison HEC
actions in the event of (hydraulic) failure of the PQRS to open the HEC hook
uncommanded release of either hook system.
An FAA-approved RFMS for Bell 206L/407 had emergency procedures for the event of electrical failure of the hooks, plus the following statement:
Engine Failure
The presence of an external load may further complicate a failed engine condition. In an emergency, land the rotorcraft as soon as practical.
An FAA-approved RFMS for MD Helicopters MD 369 Emergency procedures stated:
If any aircraft emergency occurs during flight with HEC, the operations should be terminated by landing HEC in the nearest safe area. If during an emergency the aircraft must be landed immediately due to engine failure, or catastrophic control failure, HEC may need to be jettisoned.
1. Land HEC safely to the ground as soon as possible.
2. Release empty long line as required…
3. Refer to basic flight manual Emergency and Malfunction Procedures.
In summary, a Transport Canada-approved test pilot advised that an RFMS associated with an STC for dual hooks for HEC would document how to release a load, and procedures in the event of failure of the hooks or quick release system (QRS), but would not address particular operational scenarios. The expectation was that these would generally be contained in an operator’s standard operating procedures approved by the Operational Authority.
Operator information
Helibrook
Helibrook held an air operator’s certificate issued 2 April 2020, with an expiry date of 31 July 2022. Under the certificate, Helibrook was permitted to conduct charter and aerial work operations, including sling load operations. At the time of the accident, Helibrook had one Bell 206L and 3 Robinson R44 II helicopters.
The 3 key positions at Helibrook were the head of aircraft airworthiness and maintenance control (HAAMC), who was the accident pilot of VH-IDW, the chief executive officer (CEO), who was also the chief pilot, and the safety manager.
Head of aircraft airworthiness and maintenance control
The accident pilot was a licenced aircraft maintenance engineer and had held the role of Helibrook’s HAAMC since 12 July 2019. The Helibrook operations manual defined the HAAMC role as follows.
The safety of aircraft airworthiness and maintenance of aircraft is delegated to the HAAMC. The responsibilities and duties of the HAAMC include, but are not limited to ensuring that appropriate arrangements are made for:
1. Maintenance scheduling
2. Monitoring and recording of aircraft hours, cycles and other information relevant to Maintenance scheduling
3. Monitoring and scheduling of maintenance due and deferred maintenance actions (including deferred defects)
4. The review of Airworthiness Directives for applicability and compliance
5. Defect rectification and unscheduled maintenance
6. Investigation and reporting of defects.
The HAAMC is accepted by CASA under a letter of acceptance and is responsible for ensuring that the aircraft operated are airworthy and maintained in accordance with CASA regulations and directions and liaise directly with the maintenance provider – ultimate responsibility remains with the registered operator.
Chief pilot
The chief pilot was responsible to CASA for all operational matters affecting the safety of flying operations. The chief pilot’s responsibilities listed in Helibrook’s operations manual included:
safe and efficient operation of the aircraft
monitoring operational standards
maintaining training records and supervising the training and checking of pilots and crew including of equipment used
ensuring pilot flight and duty times were accurately recorded
ensuring the aircraft were appropriately maintained.
Prior to holding the chief pilot role, the Helibrook CEO had been subject to CASA enforcement action. As a result, CASA imposed a variation on the pilot’s helicopter licence. The variation required the CEO to attend aviation theory remedial training and testing, and complete four 6‑monthly flight reviews with a CASA-approved examiner. These were aimed at ensuring ongoing proficiency in making appropriate safety judgements.
The CEO reported completing the first of those flight reviews and aviation theory training on 6 July 2019. On the same day, the CEO submitted an application to CASA for approval to become Helibrook’s chief pilot. The applicant’s previous breaches meant they did not meet one of the criteria for the chief pilot appointment, which required the person to have ‘maintained a satisfactory record in the conduct or management of flying operations’. CASA offered the applicant the opportunity to demonstrate an acceptable means of compliance with that requirement and submit a safety case stating how they would manage the risks.
Having provided a response to CASA, the chief pilot applicant was required to conduct 2 flights with a CASA flight operations inspector and complete associated ground activities. The CEO conducted the first CASA assessment flight on 6 August 2019 and was assessed satisfactory. The activities assessed were a charter flight and simulated crocodile egg collection. The examiner identified some gaps in knowledge of recent legislation, which the applicant was reported to be working to address. The examiner’s notes described an experienced pilot with a good safety focus.
The CEO’s second chief pilot assessment flight and ground activity was conducted on 25 November 2019. The examiner commented that the CEO demonstrated the ability to supervise and mentor other pilots and was assessed as suitable for consideration for appointment as chief pilot of Helibrook.
CASA subsequently approved the CEO as Helibrook’s chief pilot on 20 January 2020. Additionally, the CEO was provided with an exemption removing the requirement for the previously imposed 6-monthly flight review checks. As part of the process for the CEO to conduct the chief pilot role, Helibrook introduced a safety management system (SMS) and appointed a safety manager.
Safety manager
The safety manager was recruited by the Helibrook CEO in August 2019. The safety manager was also assigned the roles of operations manager and drug and alcohol management plan (DAMP) officer for Helibrook. Apart from a short period in 2020, when the safety manager worked for Helibrook in the Northern Territory, including as a helicopter charter pilot, the safety manager lived interstate and conducted the safety manager, operations manager, and DAMP officer roles remotely.
Documented key responsibilities of the safety manager included:
maintaining the safety management system and ensuring it was relevant to the operations
conducting hazard and risk identification
conducting incident and accident investigations.
Safety management system
Overview
Attributes of a safe organisation include a healthy safety culture with appropriate risk management processes, which achieves safety objectives through internal responsibility rather than relying on regulatory compliance (CASA, 2019). The International Civil Aviation Organization (ICAO, 2018) defined an SMS as:
A systematic approach to managing safety, including the necessary organizational structures, accountability, responsibilities, policies and procedures.
It is designed to continuously improve safety performance through the identification of hazards, collection and analysis of safety data and safety information, and continuous assessment of safety risks. An SMS seeks to proactively mitigate safety risks before they result in aviation accidents and incidents.
The Helibrook SMS manual version 1.0 was issued on 1 August 2019 and accepted by CASA on 22 November 2019. Although not generally required by CASA regulations at the time, it was introduced to demonstrate a commitment to safety and thereby aid in obtaining CASA’s approval of the chief pilot. The SMS manual outlined the company’s safety policy, objectives, and responsibilities for supporting the SMS and reporting of incidents, risks and hazards. It stated:
HELIBROOK will identify hazards and safety risks to minimise risk to innocent people, clients, contractors, employees, other airspace users and aircraft. It will also maintain the health of all stakeholders, and continually improve safety; these goals will be accomplished through a Safety Management System (SMS).
Helibrook’s SMS manual stated that it was to be updated annually, by the CEO in collaboration with the safety manager, and that safety meetings were to occur monthly and involve the safety manager, CEO/chief pilot and HAAMC.
Safety risk management
Safety risk management includes hazard identification, and safety risk assessment, mitigation and risk acceptance (ICAO, 2018). The safety risk management process is continuous and risk mitigation strategies must be monitored to determine whether they are effective. Helibrook’s SMS manual stated the aim of risk management was ‘to treat or control risks to as low as reasonably practicable’. Their stated risk management tools included a documented risk assessment, evaluation and treatment process, a master risk register, and a regular hazard and risk review process.
Hazard identification
According to ICAO (2018), a hazard can be considered as a dormant potential for harm, which is present in one form or another within the system or its environment. Therefore, hazard identification is the first step in the safety risk management process. The intention is to proactively identify hazards before they lead to accidents, incidents, or other safety‑related occurrences. Hazard identification may also consider hazards that are generated outside of the organisation and outside their direct control, such as weather (ICAO, 2018).
The Helibrook SMS manual listed several means of identifying hazards including reporting systems, audits, staff input, and experience.
Helibrook hazards
The Helibrook hazard register, titled Hazards and Risks, listed items under 7 headings: organisation, operational, helicopter, pilot and flight crew, operating environment, weather and egg collecting. The following 2 lists are relevant to this investigation:
Helicopter:
(a) Preflight checklist
(b) Safety equipment – EPIRB, helmets, life jackets, satellite phone and flares
(c) Equipment lists, equipment and checks
(d) Fuel
(e) Inspection – MRs
(f) Maintenance and status
(g) Inspection and status
(h) Time to rebuild/overhaul
(i) Communications – headsets/radio
(j) Weight/centre of gravity
(k) Fuel margins and range limits
(l) Sling Equipment / Harness equipment PPE
Egg collecting:
(a) Crocodile activity
(b) Terrain
(c) Weather
(d) Pilot and crew performance
On 30 September 2019, in response to a request from CASA, the safety manager identified 13 hazards ‘that have the potential to cause harm to pilots and passengers’ and proposed actions to mitigate associated risks. None were associated with crocodile egg collection operations.
Risk assessment
A risk assessment is a process where hazards and the chances of an adverse event happening due to the hazard were identified, analysed, and evaluated (CASA, 2021). This evaluation was expressed in terms of likelihood and consequence and should highlight the risks to be considered before and while carrying out an operation.
Organisations should have multiple layers of controls or defences in place to manage their identified hazards (CASA, 2014). Risk assessments should be carried out across all levels of an organisation and at different stages in the operation. These could consist of a formal, documented process or a continuous ongoing mental assessment carried out by a pilot, or a combination of both. An example of a formal risk assessment would be an operational risk assessment conducted by the operator to consider and evaluate the risks associated with the type of work being undertaken.
The Helibrook operations manual stated that the ability to identify hazards and assess risks was an important component of their continuous safety improvement process. It stated that if a risk assessment was required, the chief pilot would conduct and document the process, which included assessing the risk, developing risk control strategies and implementing them, then assessing those controls. The Helibrook operations manual standard operating procedure for crocodile egg harvesting included that in the event of an aircraft failure:
the sling person must have a clear understanding of the risk and implications of such an emergency
the risk of injury will be reduced providing all height and speed limitations are adhered to
prior to slinging, the pilot must advise the sling person of the high risk nature of the operation and what steps shall be taken to reduce the risk.
Risk register
Safety risk management activities should be documented, including any assumptions underlying the probability and severity assessment, decisions made, and risk controls implemented (ICAO, 2018). A tool such as a risk register could be used to ensure identified hazards were tracked and mitigated as part of a formal risk management process of prioritisation, documentation, and assessment. The register could include the hazard, potential consequences, assessment of the associated risks, and any controls put in place to manage the risk (ICAO, 2018).
Safety reporting system
The effectiveness of a safety reporting system partly relies on the promotion of a positive reporting culture and proactive identification of safety deficiencies. One way of achieving this is by clearly stating that reported information will be used solely to support the enhancement of safety (International Civil Aviation Organization, 2018). This also included a culture where people can report without fear of punishment (Reason, 1998). The Helibrook SMS described a formal reporting system as a key element of the SMS.
Safety culture
CASA SMS booklet 2 – Safety policy and objectives stated that good safety management ‘is not about having an SMS manual on the shelf…it needs context to be effective’. Further, that the ‘ultimate responsibility for safety rests on the shoulders of senior managers’, who should demonstrate a commitment to safety. This included maintaining a positive safety culture.
Safety culture has been defined as 'the set of enduring values, behaviors and attitudes regarding safety, shared by every member at every level of an organization' (SM ICG, 2019). More simply, it is ‘what goes on when no-one is watching’ (EASA, n.d.). Additionally, the effectiveness of a safety management system has been shown to be dependent on the safety culture (SM ICG, 2019).
The Hudson Ladder defined 5 steps, or maturity levels, in the evolution of safety culture (Figure 27). The first step – pathological (‘who cares as long as we’re not caught’) – was not really a culture of safety (Hudson, n.d.). The second step, a reactive safety culture, was one in which safety was a burden imposed by the regulator. In a reactive culture, action was only taken in response to an incident, and often involved blame or punishment. In a poor safety culture, ‘not everyone takes safety seriously, are not watchful, are complacent and compromise too readily’ (ARPANSA, n.d.). In contrast, a positive safety culture ensures operations are conducted as safely as practicable, which reduces the risk of accidents occurring.
CASA described safety culture elements, in which an example ‘enabler’ of a positive safety culture was that an ‘effective method of hazard identification has been established’. The converse example ‘disabler’ of a positive safety culture was ‘no effort is spent on hazard identification’ (CASA, 2021).
Figure 27: Hudson Ladder
Source: Hudson n.d.
Helibrook’s safety management
Helibrook’s SMS manual had not been amended since initial issue and no meetings had been conducted since the introduction of the SMS. The safety manager described their role as ‘lacking’ and reported that most of their time was devoted to managing day-to-day operations (in their other role as Helibrook’s operations manager).
The safety manager also described the Helibrook hazard register as ‘a bit lacking’, with many of the listed items not actually hazards. Additionally, there was no assessment of risks, controls or mitigation strategies. Helibrook did not have or maintain a formal risk register, or any alternate means to track and identify hazards and associated controls for their operation. The safety manager also reported that no risk assessment had been conducted of any of Helibrook’s approved activities, including crocodile egg collection (an activity which the safety manager had not actually observed). The CASA instrument that approved human external cargo operations stipulated that human slinging could only be conducted if it was assessed as reducing the risk of heat exhaustion and/or crocodile attack. Despite that, there was no documented means of assessing the relative risks.
Safety equipment, maintenance and time to rebuild/overhaul were listed on the hazard register relating to ‘Helicopter’, however no risks had been identified with VH-IDW. The safety manager also reported being unaware that VH-IDW’s ELT was not installed.
The safety manager described Helibrook’s reporting culture as ‘not great’, with only one incident in Helibrook’s safety reporting system – a hard landing involving VH-XHB, which occurred on 30 August 2020, while the safety manager was at the site. In relation to that occurrence, the safety manager submitted an incident report to ATSB on 1 September 2020.
The report stated the pilot was the only person on board at the time of the accident. However, the ATSB obtained footage taken by one of 3 passengers on board at the time. The safety manager was nearby at the time of the accident and, despite the detail on the incident report, reported being unaware how many people were on board. The safety manager was also the Helibrook DAMP officer and had not requested drug and alcohol testing of the pilot following that incident, as they did not think the incident was sufficiently serious to warrant it. In response to that incident, the safety manager reported proposing a windsock be put in the area to assist pilots identifying the wind direction, as misidentification of the wind direction was assessed as a factor contributing to the incident.
The safety manager did not conduct an internal investigation into the accident involving VH‑IDW and several months after the accident reported that they did not know what happened, had not seen the aircraft or been able to obtain any information about it. As the DAMP officer, the safety manager had also not requested testing of the accident pilot.
Helibrook operations manual
CASA first assessed and accepted the Helibrook operations manual in December 2016. The Helibrook operations manual version 7.3 was accepted by CASA on 28 February 2020. The manual included a standard operating procedure (SOP) for crocodile egg harvesting. That SOP was approved by CASA on 11 June 2020. CASA’s approval of the slinging operation was based on reducing the overall risk of crocodile attack and heat exhaustion. The SOP stated that the primary reason for slinging personnel was to:
reduce the risk of heat exhaustion of personnel in extremely difficult terrain and high humidity temperatures.
It further stated:
Should heat exhaustion or fatigue be a factor in collecting the nest then the nest shall be collected by other means other than using a Sling person.
The intent of the latter statement appeared to be to avoid operating in and around a helicopter if personnel were affected by fatigue.
One requirement of the procedure was for the chief pilot to have briefed the pilot before the pilot was permitted to conduct HEC sling loads. The briefing was to include a minimum 30-minute oral brief, a minimum 30-minute equipment demonstration/inspection and a minimum of 1 hour flying time. This was to be documented on a pilot competency check form. There was no record this had been conducted for the accident pilot.
Additionally, Helibrook did not have documented training for the pilot to conduct HEC slinging operations, or evidence that the pilot had trained in Helibrook’s emergency procedures for HEC slinging. The pilot reported having demonstrated some criteria and conducted ergonomic testing of the switches with CASA, but could not recall specific training by the operator. At the start of each season, the pilot completed annual administration and recurrency with WHNT but no helicopter-based training specifically for the activity.
The pilot reported that they did not generally practise emergency procedures for slinging. In their most recent operator proficiency check, the pilot recalled conducting autorotations and other emergencies. They did not practise releasing the sling load, as the pilot reported doing it ‘every day’ and it was ‘just two pushes of the buttons’. The chief pilot reported that it was ‘too dangerous to put yourself in an autorotation in that scenario to practise’, but they did general emergencies/autorotations as part of the training.
The SOP included ‘Safety aspects to consider before approaching a nest’. It required pilots and sling persons to assess slinging access to the nest including consideration of timber, trees and obstacles. It stated: ‘Should there be obstacles that will affect the safe operation then the sling option will be abandoned’.
Pilots were also required to be ‘fully conversant’ with the CASA instrument (approving use of HEC for crocodile egg collection) including the conditions and limitations. The requirement for the pilot to brief the crew/sling person on the emergency procedures was included.
Emergency procedures for crocodile egg harvesting
Helibrook’s standard operating procedure
The SOP included the following section titled Emergency procedures:
The pilot shall brief the crew on the emergency procedures in the event of an aircraft failure. The pilot, crew and Sling Person shall together discuss that in the event of an engine failure, aircraft strike or any other type of incident the pilot may need to release the Sling Person. The Sling Person shall have a clear understanding of the risk involved and the implications of such an emergency. Providing all height and speed limitations are being adhered to the risk of injury in the event of an emergency will be reduced.
Both the pilot and Sling Person shall carry personnel emergency locator transmitters during all operations. The aircraft shall have a satellite phone on board at all times and all personnel are to be briefed on its use.
Prior to any Sling Person being slung, the pilot in command must advise the Sling Person of the high risk nature involved in sling operations with an aircraft in the high hover state and the potential for injury or death should there be an equipment failure.
In addition to the Company standard passenger brief the Chief Pilot or approved pilot in command shall brief the Sling Person on the possibility of an emergency happening and what steps shall be taken to reduce the risk to persons involved.
The following emergency procedures were then specified:
Partial engine failure malfunction
The pilot in command shall attempt to place the Sling Person on the nearest safe area and release the strops from the aircraft
The aircraft shall proceed to land at the nearest suitable area
Complete engine failure
The pilot in command shall release the Sling Person as close to the ground as practicable and attempt the cushioning of the aircraft onto the ground, forward of the Sling Person and clear
Note:
At any time that a Sling Person is on the strop (long-line) he / she shall not be any more than five (5) m above the immediate ground and or vegetation
Should an engine failure occur the aircraft will already be in the high hovering state which is outside a safe auto-rotational envelope therefore the pilot will only be able to cushion the aircraft the best he / she can
The Sling Person shall do his / her best to move away from the aircraft or where the aircraft is coming to rest
Training in emergency procedures
Planning for emergency procedures is a critical component of risk management in HEC operations (DOI, 2010). A study into the human factors aspects of human external loads recommended that all HEC crewmembers be initially and continually trained and practised in emergency procedures (Shehab, Schlegel & Palmerton, 1998). For any in-flight emergency, training is essential to ensure a pilot responds quickly and appropriately. The FAA General Aviation Joint Steering Committee’s Safety Enhancement Topic – Emergency Procedures Training (FAA, 2013), stated:
Every pilot needs to prepare for the unexpected. Engine failures and inflight emergencies have a nasty habit of cropping up at the most inopportune times. However, with the right training and preparation, you can be ready for any hazardous situation that comes your way.
In the event of an engine power loss while operating in the H/V avoid area, a safe outcome is not always possible, and a pilot has very limited time to respond to achieve the most effective autorotation possible. In the event of a power loss with an external load, the decision to release a load is dependent on the load characteristics. For non-HEC, the load would be jettisoned to reduce aircraft weight, prevent the load from interfering with controllability and increase survivability of the helicopter’s landing.
For HEC, the pilot must decide whether to put the sling person on the ground or to release them. If the sling person is placed on the ground at a speed that minimises their risk of injury, the helicopter will descend rapidly from the height of the length of the sling line, increasing the pilot’s injury risk. The pilot’s injury risk is reduced as the impact velocity decreases. The minimum rate of descent of an R44 II helicopter in an autorotation is achieved at 55 kt airspeed. A sling person would be unlikely to survive an autorotation to the ground with that combination of vertical and horizontal velocity.
Although the Helibrook SOP permitted a sling person to be carried up to 5 m above vegetation (including trees), releasing the sling person more than 5 m above the ground is likely to result in fatal injuries. Additionally, release of the sling person with any horizontal velocity may make it difficult for them to remain erect, increasing the risk of landing other than feet first and increased injury severity.
Release of the sling person
The CASA-approved RFMS stated that survivability of HEC personnel during an in-flight emergency was best accomplished by having the sling person remain attached to the helicopter, unless they were snagged on terrain or likely to become so. However, the Helibrook emergency procedure in the event of engine failure stated that the pilot ‘shall release the sling person as close to the ground as practicable’.
CASA’s instrument approving HEC for crocodile egg collection required pilots to comply with both the RFMS and the company operations manual, and the onus was on the helicopter operator to ensure there was no discrepancy between the 2 documents. When asked about the discrepancy between the RFMS emergency procedure to keep the HEC attached to the line and Helibrook’s emergency procedure to release the HEC, the accident pilot reported that the RFMS stated it was the pilot’s discretion whether to jettison the HEC in the event of an engine failure.
The pilot commented that they ‘did not agree with’ the RFMS procedure to leave the sling person connected in the event of emergency, as that was ‘not a good method at all’. The pilot further commented that with a complete engine failure when operating above trees, if they left the HEC attached to the helicopter, the helicopter would either descend 100 ft vertically on top of the sling person, or the sling person would be dragged through the trees.
The chief pilot advised that in the event of an issue with the helicopter with HEC the pilot would flare the helicopter to try to ‘get the sling person off safely’, and in doing so, sacrifice themselves (and the helicopter) because they would lose rotor RPM. They further stated that in the event of engine failure while slinging, they would likely have their head out the door (watching the sling person) and would look in at the cockpit instruments and identify what had happened. The pilot reported that if they had forward speed, they would flare to release the sling person as safely as possible, then nose forward to try to regain airspeed before flaring the helicopter onto the ground.
Operating height
The Helibrook emergency procedure stated that the HEC ‘shall not be more than 5 m above the ground and or vegetation’. The accident pilot reported that when slinging with HEC, they tried to minimise the height and distance, and the sling person would usually be just above the treetops. The chief pilot also reported that they would go over trees and another pilot who had previously conducted crocodile egg collection reported that the SOP requirement to be not more than 5 m above the ground or vegetation was interpreted to include not more than 5 m above 30.5 m (100 ft) trees. One of the other operators conducting crocodile egg collection reported that they had normalised operating above treetop height, and had removed the height reference from their operations manual. The amendment to that operations manual had been accepted by CASA.
Operating above trees increased both the height of the fall if the sling person was released and the likelihood of having to release the sling person to prevent entanglement with vegetation rather than place them on the ground.
R44 human external cargo operations
Requirements for human external cargo operations
A CASA-authorised aeronautical (design) engineer first issued an engineering order approval for installation of a hook system on an R44 helicopter in December 2007, to enable slinging of an egg collector onto a crocodile nest to facilitate egg collection. However, the approval for fitment of the hook system did not in itself provide approval to conduct external load operations. To make it clear that operational approval was also required, the RFMS associated with the engineering order for the hooks system stipulated that use of the hooks was limited to the commercial collection of crocodile eggs in accordance with CASA-approved operational procedures.
CASA authorisation
Civil Aviation Regulations 151 and 250, which were in force throughout the 2007–2021 period of instrument approvals, did not permit a person to be picked up or carried outside a helicopter without CASA’s authorisation and permission. For crocodile egg collection, CASA issued instruments to helicopter operators that authorised the pilot in command to pick up a person under Civil Aviation Regulation 151(3) and permitted the pilot to carry that person in a harness system attached to the R44 helicopter under Civil Aviation Regulation 250(2). Civil Aviation Safety Regulations Part 11 applied to this authorisation. Specifically, CASR 11.055 (1)(d)[20] stated that CASA may grant the authorisation only if ‘granting the authorisation would not be likely to have an adverse effect on the safety of air navigation’ (CASR, 2010).
Key safety considerations
For the helicopter and pilot (and any other occupants), the key risk that results from carrying (slinging) a person under the helicopter is an event in which the HEC becomes entangled or a similar scenario that may cause a loss of control to the helicopter. Additionally, slinging involves operation in the H/V avoid area, and carries similar hazards to the helicopter and occupants as any other operation in that flight regime.
As the sling person is outside the protection of the helicopter, consideration is required of the likelihood of any scenario where they may collide with an obstacle or the ground, such as a fall resulting from deliberate or inadvertent release of the hooks.
Certification of dual hooks for HEC
Certification requirements
In 2013, CASA identified that the hooks that were being used for crocodile egg collection operations were not certified for HEC. The premise for the certification of any jettisonable external load was that it could be released, without exceptional pilot skill, to prevent hazard to the aircraft, such as causing a loss of control. For HEC, in addition to the need to be able to rapidly release the load to avoid a hazard to the aircraft, it was also necessary to minimise the probability of inadvertent release.
The design engineer then commenced a process to enable the hooks to be approved for HEC by meeting the certification requirements of US FAR 27.865. Compliance was demonstrated except for the requirement that the hooks would not open uncommanded and release the HEC or fail to release, due to electromagnetic interference (EMI). Given limited time until the crocodile egg collection season started that year (December 2013), CASA approved the design engineer to continue to authorise installation of the dual hooks under the engineering order with an interim approval exempting compliance with the FAR EMI requirement until March 2014. The operation continued to be conducted in accordance with a separate CASA operational approval (instrument).
Equivalent level of safety
About 12 months later (after the March 2014 deadline had passed), the design engineer advised CASA that the EMI testing had not been carried out and sought an equivalent safety determination[21] for the requirement. The basis for the proposed equivalent level of safety was that the operational limitations for HEC specific to the egg collection role ‘reduce the risk to equivalent or less than that of a system showing compliance’. That is, there would not be an unacceptable level of risk to the sling person if the hooks released due to EMI while the sling person was on the line, or to the pilot and helicopter if the hooks failed to release due to EMI.
A suite of supporting documents was supplied to CASA, including one that documented operational conditions to reduce exposure to EMI. Another key document proposed limitations to the height the HEC could be carried, to reduce the consequences in the event of release of the sling person due to EMI.
HEC height limitations
In approving crocodile egg collection operations with HEC, CASA had imposed speed and height limitations – that the HEC was to be carried at walking pace and not more than 5 m above the ground or obstacles. The HEC height limitations document relating to EMI risk proposed that those conditions already in place would provide an equivalent level of safety to compliance with the requirement that EMI must not result in release of the hooks. The report concluded that the proposed limitations provided ‘a strictly controlled level of risk for the HEC person in crocodile egg collection operations’. The proposed limitations included ‘a speed not exceeding walking pace’ and that:
a height limitation of 5 metres be imposed. In the alternative if this is unacceptable to CASA a height limitation of 5 meters above water or swampy terrain and a height of 3.3 meters above hard ground be imposed.
The report referenced scientific studies into injuries and mortality due to falls from heights. These studies identified a significant increase in the likelihood of mortality associated with:
falls from heights above 5 m
increased age
landing other than feet first
head injury.
Based on these factors, the report noted 4 conditions associated with crocodile egg collection that mitigated against the risk of injury in falls from heights. These were that:
only fit, young persons were employed
any release would have the person in the best orientation, normally erect, and a maximum of three body lengths above the ground, minimising the time for the orientation to be upset
In October 2015, a new hook wiring design was bench tested and the 28 Volt electrical system was found compliant with the EMI requirement. At that time, CASA requested the design engineer lodge an application for the hooks to be fitted under an STC.
In the same month, the design engineer provided CASA with a compliance report detailing assessment of the R44 dual hook for HEC installation with FAR 27.865 – External loads. Demonstration of the reliability of the system included completion of a Failure Modes and Effects Analysis,[23] showing that all potential failure modes of the QRS that may result in catastrophic failures, serious injuries or fatalities were extremely improbable (in the order of 10-9 or less), and any less significant failures were improbable (in the order of between 10-7 and 10-9). The FAA Advisory Circular (AC) 27-1B regarding Reliability of the external load system, including QRS, stated:
(ii) Any failure mode of the external load system (including QRS, hook and attachments to the rotorcraft) leading to a loss of the HEC should be considered a Catastrophic event….
In meeting all requirements of FAR 27.865, failure of the hooks resulting in the release of the HEC or failing to release were assessed as extremely improbable. These therefore met the defined acceptable (tolerable) level of safety. Having conducted the analysis for failure modes of the hooks, the design engineer described helicopter engine or control loss as ‘the most significant risk for this operation and can only partly be ameliorated’. Further, that the ‘only amelioration which can be applied is’:
5.2.1. Maintaining a high level of airworthiness of the helicopter. CASA have specified a power check prior to each operation, but it is possible stricter control of maintenance processes mat [sic] assist.
5.2.2. Training of persons involved, although options for personnel control of events are extremely limited in this failure mode.
Instrument conditions
Purpose of the conditions
In granting an authorisation to conduct HEC, CASA could specify conditions that were required to be complied with when operating under the authorisation. These were stipulated in an authorisation instrument. CASA delegates stated that the instrument conditions were designed to mitigate the risks of the activity.
Previous CASA instrument conditions
The first CASA authorisation instrument for R44 HEC for crocodile egg collection, was reported to have been issued in 2007 associated with the first fitment of a hook system to an R44 helicopter for HEC. CASA was unable to find any record of instruments issued prior to 2010 or any documented safety case or risk assessment associated with the first instruments that were issued for the activity.
The ATSB obtained instruments issued to several operators from 2010 to 2021 and interviewed several CASA delegates who had approved instruments for the activity, or were involved in the approval process from 2013 onwards.
The 2010 instrument was issued for both R44 and Bell 206 helicopters. All subsequent instruments were for R44 (and R44 II) helicopters only. The 2010 instrument listed 20 conditions, most of which appeared in all subsequent instruments. Included in the conditions were limitations to the height, speed and distance the sling person could be carried. Appendix C – HEC height, speed and distance/time conditions 2010–2021 includes a table of the HEC limitation conditions in the instruments issued from 2010 to 2021.
For the instruments issued from 2010 to 2013 (inclusive), these conditions were:
The person is not lifted to a height of greater than 5 metres above the ground or obstacles.
The aircraft is not flown at a ground speed greater than walking pace when the person is carried under the helicopter.
The maximum distance the person is carried under the helicopter is 500 metres for each pick up.
Request for changes to conditions
In 2013, one operator requested an amendment to the conditions, including replacing HEC height, speed and distance limits with pilot-assessed safe height, speed, and distance. In response, CASA asked the operator to conduct a risk assessment.
Operator risk assessment
That operator provided CASA with an assessment of risks identified for human sling operations for crocodile egg collection. The assessment was derived from a WHNT safe work method statement provided to all operators involved in the crocodile egg collection. The assessment detailed 7 steps in the job sequence. For each of those, it identified ‘What can go wrong’, assessed the initial risk, proposed control measures and assessed the resulting risk.
The job sequence ‘Lift collector and transit to crocodile nest’ obtained an initial risk rating of ‘catastrophic’. The likelihood was assessed as ‘very possible – will probably occur in most circumstances’; the consequences were assessed as ‘extreme – fatality or multiple fatalities’.
The list of hazards for that risk included equipment failure, falling from height and external load limitations (along with crocodile attack, adverse weather, fatigue/heat exposure/exhaustion, flora and fauna). The risk was reduced to ‘high’: unlikely – could happen sometime, with extreme consequences of one or multiple fatalities, with the following proposed mitigations:
• First Aid/trained personnel
• Medivac
• Pilot is spotter for people on ground, must ensure direct line of sight to human sling person at all times
• Collection crews in 1-2 man teams – lookout
• Pre-start inspections include belly hook & longline test
• Collecting crew to inspect harnesses, helmets, radios
• Training/Experience
• Rehydration available
• Lift register
Engine mechanical failure and fuel exhaustion/starvation were not included in the hazards for the slinging component therefore no relevant mitigations were included. Engine mechanical failure was however identified as a hazard in the non-slinging job sequences ‘Start aircraft and take-off’, Fly/Ferry to collection areas’ and ‘Return to base/ferry to next job’. Mitigations for engine mechanical failure included the daily inspection, emergency training and rescue plans, adherence to helicopter limitations, and pilot training/experience.
The CASA delegate who assessed the provided risk assessment described it as basic and the requested condition changes were not granted. However, there was no documentation provided that correlated the risk assessment with CASA’s retention of the conditions in the instrument.
2014 and 2015
The 2014 and 2015 instruments were valid from December to the following May, consistent with the crocodile egg collection season. In 2014, the 2013 condition that limited the HEC height to 5 m above the ground or obstacles was amended to:
The person is not to be lifted to a height of greater than 5 metres above the ground or water. To remove doubt this instrument does not permit lifting of a person to a height greater than 5 metres above an obstacle. The height restriction is in reference to the ground or water in all instances.
No documented reason for amendment to the operating height conditions was provided. The delegate who made that amendment reported that the purpose was to make it clearer and avoid ambiguity. The delegate also amended the speed condition to be less prescriptive and provide ‘flexibility to operate more safely’. The HEC speed limitation was changed from ‘walking pace’ to:
The aircraft is to be flown at speed that is considered by the pilot in command to be a safe speed, taking into consideration the prevailing wind direction, wind speed, and aircraft performance when the person is carried under the helicopter. Minimisation of injury to the person in the event of hook release (whether planned or inadvertent release) must be considered in the context of the total forward speed of the person over the ground.
A new condition was also added in the 2014 instrument, which stated that the sling person must be provided with a copy of the instrument and ‘made aware, in writing, that the hook system is not certified for human use’. That condition was retained in all subsequent instruments.
2016
In 2016, the CASA delegate was invited to a demonstration of human slinging for simulated crocodile egg collection. Following the demonstration, the height condition was amended to provide the operators ‘some relief to be able to go over obstacles that might be in their flight path to go from one point to another’ as follows:
The person is only to be lifted to a height above the ground or water that enables the person and aircraft to safely traverse over natural obstacles. In all other instances, the person is not to be lifted more than 5 metres above the ground or water. Minimisation of injury to the person in the event of hook release (whether planned or inadvertent release) must be considered in the context of the height the aircraft is operated above the ground or water at any particular time.
When asked how lifting the HEC above the nominal survivable height of 5 m affected the activity risk, the delegate commented that it was not un-survivable because ‘the operator had an obligation to conduct the operation in a safe manner’. Additionally, in 2016, the 500 m distance limit the HEC could be carried was amended to:
The person is only to be carried for the minimum distance and time required in order to safely conduct the activity, taking the possible effects of suspension trauma on the person into consideration. To avoid any ambiguity, the intent of this condition is that the person is not to be carried for the purpose of positioning flights over landing sites where it would be possible to conduct the safe donning or removal of the person from the strop used to carry the person.
In 2016, Helibrook received their first instrument for R44 HEC for crocodile egg collection. The chief pilot had previously been involved in conducting the same operation for different AOC holders.
2017 and 2018
The ATSB obtained instruments issued to 3 operators in 2017, including Helibrook. As Helibrook was oversighted by a different CASA regional office to the other operators, multiple delegates were involved in the instrument approvals.
Late in 2016, the EMI test report demonstrating compliance of the hook system was completed. As a result, the HEC height limit was removed from the RFMS for the hooks, which was only required to consider failure of the hook system, not failure of the helicopter and associated operational safety limitations. A 60 kt speed restriction was included in the RFMS, based on reported feedback from an egg collector stating that was a suitable operating speed. It was noted at the time the amendments were made to the RFMS, that operational limitations specified in CASA’s operational instrument would be ‘overarching and could contain more conservative limitations’. However, when CASA asked for advice regarding limitations, the design engineer advised that additional limitations were unnecessary as the system was now HEC compliant.
The 2017 delegates and their CASA subject matter experts – airworthiness/engineering and the previous delegate – agreed that as the height limitation had been removed from the RFMS, it could also be removed from the CASA instrument, because inadvertent release was now extremely unlikely as the hook system was compliant. It was also assessed that there was no longer any purpose in stipulating a speed limit because ‘at 500 ft above ground level…forward speed will have no bearing on the HEC’s chances of survivability’. Therefore, the height limitation condition and the clause in the speed condition regarding minimisation of injury to the HEC were removed from the 2017 instrument conditions. However, the pilot-assessed safe speed and minimum distance conditions were retained.
The delegates reported that they relied on information provided by the subject matter experts and assessed that there were reasonable mitigations in place with the conditions. One delegate reported that they had accessed relevant files and had conversations with other delegates. They therefore assessed that the activity presented an acceptable risk, particularly as the instrument was a renewal for an activity that had been conducted without accident or serious incident for at least 5 years.
Although the height and speed limit conditions were removed once the hooks were HEC compliant, the instrument condition advising that the hooks were not certified for human use was retained. The delegate reported that their understanding was that the hooks were satisfactory and fit for purpose but not certified or approved by CASA.
The instrument delegate responsible for the instrument issued to Helibrook assessed that the activity was high risk, but accepted by CASA. Further, they considered that the removal of the height limitation was ‘a small change’ and nothing significant that would affect the operation.
From 2018, the instruments were issued for a 12-month period from December.
2019 and 2020
The CASA flight operations inspector responsible for oversighting Helibrook was assigned as the delegate for Helibrook’s instrument renewal in 2019 and 2020. The delegate assessed that the Helibrook operations manual had reasonable procedures for the activity, the sling equipment was approved, and the chief pilot and/or pilots involved had sling approval and relevant experience.
The delegate assessed that as it was a renewal, the procedures were in place and if they continued doing what they were doing previously, there was probably no reason not to allow them to continue what was an established activity. They also assessed that minimisation of exposure was included in the operator’s procedures. The delegate did not identify any discrepancies between the operations manual, RFMS and the instrument conditions.
In both of those instruments, CASA’s STC approval process of the hooks was underway. In anticipation of that approval, the conditions included that the aircraft must have been modified in accordance with the nominated engineering order for the dual hooks, but would need to be shown to be compliant with and certified to the STC within 14 days of the STC’s approval.
Delegate guidance material
In an email to the ATSB, CASA reported that there was no ‘granular documented process’ for approving instruments like the R44 Dual Hooks for HEC for Crocodile Egg Collection authorisation. The CASA Air Operator’s Certificate (AOC) Process Manual included a section on CASA approvals and exemptions, with a process map and the administrative steps required. Additionally, CASA’s Air Operator’s Certificate Handbook provided detailed information for assessing and issuing an AOC, including:
process overview
assessment criteria, methodology and link to checklists for AOC approvals
operational personnel
inspection of specialised equipment fitted to aircraft
assessing an operations manual
volume 2 provided guidance for assessing an application to include an aerial work purpose on an AOC, which included appropriate operations manual content, inspection of specialised equipment and review of the chief pilot's experience and qualifications
volume 4 included assessing safety management systems with a sub-section on safety risk management, which included guidance to assure an acceptable level of safety existed.
The CASA delegates approached by the ATSB reported that the AOC‑related documents provided broad or generic guidance, and while similar principles could be used for assessing a request for an authorisation and permission instrument, they did not contain specific relevant guidance.
Safety assessment
To determine how CASA delegates assessed that safety was preserved when issuing authorisations, the ATSB requested detail of any risk assessments associated with the instruments. In response, CASA advised that they could not locate any risk assessments and that they had not conducted any specific testing or assessment of the risk profile for the activity of R44 HEC for crocodile egg collection. Specifically, CASA also advised that they had no evidence of any risk assessments associated with the instruments issued to Helibrook between 2016 and 2021.
CASA required a request for an authorisation to be made in writing and when assessing a request, delegates relied on the advice of other CASA personnel with subject matter expertise and experience. This advice was generally communicated by emails, some of which were filed in the records management system, or by telephone. The assessment was then made based on judgement of the activity’s reasonableness, but there was no documented acceptable risk level.
Although they reported not having seen a CASA risk assessment for the activity, the involved delegates assumed that a safety case would have been provided with the first operator’s request for approval for the activity (sometime prior to 2013) and that had been assessed and accepted by CASA. The activity was understood to be high risk, but delegates believed that CASA accepted that risk level. In particular, as the 2013 instruments were signed by a senior CASA manager, this was interpreted as an endorsement that it was appropriate to continue issuing the approvals.
Additionally, the annual approvals for operators were considered to be reissues of instruments for a previously accepted activity, albeit to varying helicopter operators. All the operators conducting crocodile egg collection each season received essentially the same instrument, although some conditions varied from one year to another. Prior to issuing Helibrook’s first instrument in 2016, a CASA inspector verified that the operator had:
a procedure for conducting the activity
appropriately experienced personnel
relevant documentation and sling equipment.
For an annual issue of an instrument to an operator who had previously held the authorisation, the delegate’s primary check was whether there had been changes to procedures or personnel since the previous issue. The delegates reported that if there had been no changes to procedures, and no enforcement action taken against an operator, they had no reason not to reissue the instrument. Additionally, as mentioned above, they assessed that the activity was being done safely as there had been no reported accidents or serious incidents.
The delegates all reported that the instrument conditions were intended to mitigate the risks associated with the activity, and that they assessed there were sufficient conditions and procedures in place to mitigate the risk to a reasonable level. Additionally, they considered that there was an onus on the operators to act safely and to advise CASA, via their operating procedures, how they were going to reduce the associated risks.
Human external cargo rotorcraft load combination decision
In August 2013, a CASA project was initiated to consider existing HEC regulations and propose amendments to Civil Aviation Order (CAO) 29.6, which only applied to non-human sling operations. The project identified that permissions being issued by CASA regional offices were not issued on the basis of a risk assessment or reflective of international standards. Specifically, in the US, United Kingdom and Canada, HEC was not permitted with piston engine rotorcraft and, CASA had assessed that the use of piston engine helicopters increased the risks to HEC compared with turbine engine rotorcraft. Additionally, in 2013, helicopter operators involved in the powerline industry had approached CASA for HEC approval using turbine engine rotorcraft, consistent with international requirements.
As a result of the project, in October 2013, the then CASA Director of Aviation Safety (DAS) signed an internal minute that recommended CASA restrict HEC operations to the following requirements:
single engine turbine powered rotorcraft with a usage monitoring system
out of ground effect hover performance with a performance buffer
restrictions on who could be carried
an attachment means certified for the carriage of humans.
The minute also recommended that the proposed standard be communicated to CASA field officers for consideration in all authorisation/permission approvals, while the proposed amendment to CAO 29.6 to reflect the policy was being drafted.
As a component of the project, a CASA risk workshop on crocodile egg collection using HEC was held on 20 November 2013. While no minutes were recorded from the meeting, a draft risk management plan (RMP) provided to the ATSB formed the basis of the discussions.
Risk management plan
The stated purpose of the RMP was:
to examine the risk indicators in HEC operations in a piston engine rotorcraft in an Australian operational context of crocodile egg harvesting.
The RMP was drafted by a senior standards officer with significant helicopter and HEC expertise using a CASA general aviation operations template. The scope included that the assessment:
…considers isolated factors specific to piston engine rotorcraft, single engine turbine rotorcraft and multi-engine turbine rotorcraft. Risks relevant to the task of HEC beneath any rotorcraft are examined for context and amplification. A limitation to scope is that the cumulative effect of the individual risks should they be realised in combination is not considered. It would be prudent to conduct analysis of this eventuality should the risk assessment be furthered.
The assumptions listed in the RMP were:
• Permitted operators must have a proven safety and compliance record underpinned by a robust Safety Management System that could be leveraged for continued operation with strict regulatory oversight.
• CASA will exercise additional oversight of approved operators should an approval be granted that is strictly limited in scope and will result in removal of the operators [sic] approval should any non‑compliance be identified.
• The risk exposed by utilizing an external load assembly not approved for HEC provides a residual risk rating that is acceptable for a finite period of six months.
The overall operational risk of the activity was assessed with an initial risk rating of high (7), which ‘needs senior management attention’, and the residual risk (with controls in place) of medium (5), requiring ‘management responsibility’.
CASA’s General aviation operations group risk matrix utilised to assess the operational risk is depicted in Appendix B – CASA operational group risk matrix (2013). Extreme and high risks were required to be reported to senior management and have detailed treatment plans, ‘which reduce the risk in accordance with the ALARP [as low as reasonably practicable] principle’. CASA AC 138-05 – Aerial work risk management defined ALARP as ‘the point where the costs of introducing further safety measures to lower a risk outweigh the safety benefit. However, a risk should be tolerated only if there is a clear benefit such as a compelling operational need’ (CASA, 2022).
The broad risk categories considered in assessing the risk associated with HEC operation were:
engine failure/malfunction inside the H/V envelope with HEC attached
insufficient excess power available for role and environment
equipment/hardware failure of rotorcraft system or subsystem
human error while undertaking HEC operation.
Potential risk controls were:
preference of multi engine turbine rotorcraft with [one engine inoperative] OEI accountability
preference to single engine turbine rotorcraft
usage monitoring systems of pertinent parameters
equipment standards to HEC design criteria
limitation of exposure measured in time, distance, speed and height [above ground level] AGL
CASA increased surveillance of operations whilst under limited conditions
CASA mandated minimum experience level and qualification to conduct HEC
increased engine and critical component inspection criteria
mandated excess power margin requirements for [hover out of ground effect] HOGE conditions
limitations in environmental conditions including wind azimuth, velocity, humidity.
The RMP identified 26 individual hazards, all of which were assessed as initially not ALARP. Some of the documented hazards were linked to the R44 POH and Robinson Safety Notices. Proposed operational mitigations included additional regulatory oversight to ensure procedures were followed and maintenance/overhaul requirements were adhered to.
For the hazard of single engine piston rotorcraft engine failure while operating in the H/V envelope, the likelihood was assessed as rare – 1 in 10,000 to 1 in 100,000, with severe consequences – multiple life-threatening injuries/less than 10 fatalities, and an overall medium risk. Suggested mitigations to reduce the residual risk, still rated as medium, included:
minimise exposure time for HEC and enforce conservative limits of distance, height and time
require engine usage monitoring system
use fuel injected models only
require single engine turbine to reduce failure rate, or multi-engine rotorcraft with one engine inoperative accountability; or in consultation with the manufacturer increase inspection requirements including engine compression checks, and reduce overhaul period.
There was no assessment of the hazard of fuel exhaustion, but fuel starvation or contamination was assessed. For these, the initial risk was assessed as unlikely, and the consequences were severe with an overall high risk rating. With mitigations including fuel checks, minimum fuel requirements, fuel usage policy and turbine engine, the residual risk was medium, requiring CASA management responsibility.
The author of the RMP subsequently advised the ATSB that the omission of fuel exhaustion as a hazard was unintended, and that the proposed mitigations were also applicable to fuel exhaustion.
CASA’s Flight Standards Branch advised the ATSB that the RMP was never finalised, and the risk controls proposed to mitigate the risks of continuing R44 HEC for a further 6-month period were not implemented. The draft RMP was however used by CASA Flight Standards Branch to propose HEC standards, first for an amendment to Civil Aviation Order 29.6, which was subsequently discontinued (in 2016), and then for the development of CASR Part 138.
CASA also advised that the RMP was used to consider the potential viability of allowing single engine piston helicopter HEC operations based on an equivalent level of safety. This would have required demonstration that the piston engine helicopter had a similar in-flight failure rate as a turbine engine helicopter with a usage monitoring system. Members of CASA’s Flight Standards Branch presented this option to operators in 2014, however, no operator attempted to demonstrate this equivalence.
Intent to amend approval conditions from 2014
On 6 December 2013, CASA’s operations division sent a letter to an operator that had previously been authorised to conduct R44 HEC operations. The letter included the proposed future position requiring single engine turbine power rotorcraft with a usage monitoring system and other requirements as per the revised policy position approved by the then DAS. The letter stated that CASA had:
reviewed a number of risks and hazards in human external cargo operations, particularly when conducted by single-engine piston rotorcraft that resulted in unacceptable risks particularly to the person being slung.
The letter then detailed the relative risks of single engine piston rotorcraft compared with single engine turbine rotorcraft. This included detail that in the US from 2004–2008, the accident rate of single engine piston rotorcraft on average exceeded 1 per 10,000 flight hours and was more than 3 times that of single engine turbine rotorcraft. Engine failure inside the H/V envelope was identified as one of the main risks related to single engine rotorcraft. It also listed other known failure modes of R44 rotorcraft that had been identified in the RMP.
In summary, the letter advised the operator that CASA intended to renew the authorisation with some changes to the conditions for one more season before turbine engine rotorcraft would be required. At the time, the cargo hooks were not certified for HEC and a proposed condition was that the authorisation did not override engineering or airworthiness limitations.
Response to the proposed changes
The design engineer responsible for the hooks system responded to CASA’s letter on behalf of operators that conducted crocodile egg collection. The response disputed the safety data referenced in CASA’s letter, requested coordination between CASA’s certification/airworthiness and operations personnel and continued R44 operation for one more season to allow operators time to address the proposed requirements.
In response, a CASA regional manager made a documented recommendation to a senior manager within CASA that R44 HEC operations continue. The recommendation outlined CASA’s authorisations of R44 HEC operations for crocodile egg collection, the 2013 DAS decision to establish formal policy (including the use of turbine powered rotorcraft for human sling load operations) and that since that decision, CASA had undertaken work regarding the appropriateness of piston engine rotorcraft to carry human external cargo.
The recommendation also advised that that operator had requested reissue of the authorisation to continue to operate until CAO 29.6 changes were finalised. In support of the request for continued R44 HEC operations, the design engineer provided their comparative analysis of Bell 206 (turbine helicopter) and R44 engine failure data. Additionally, the regional manager proposed that extra conditions be included in the instrument to ‘mitigate those risks further’. Key additional conditions from the precedent instrument (which was valid from 2 December 2011 to 31 December 2013) were:
the hooks are to be certified for use in human sling load operation
engineering orders must confirm that all things attached to the hook systems are fit for purpose
the aircraft is to be operated in accordance with the approved FMS
daily inspection includes sling system/equipment
the pilot is required to verify the engine is capable of normal rated power with no defects evident and to certify this on the maintenance release
only persons employed or contracted for egg collection can be carried.
The reasons given for the recommendation were that:
the overall risk to safety of the egg collector could be reduced by the use of the R44 aircraft type
other operational activities permitted by CASA possessed ‘equal hazards and risks, such as mustering operations, night agricultural operations, and parachuting activities’.
The senior manager agreed with the recommendation and signed instruments authorising continued R44 HEC operations for crocodile egg collection to the end of April 2014 for 2 operators.
The CASA delegate who approved the following year’s instrument assumed that one reason the 2013 instruments were signed by a senior manager was to demonstrate that CASA senior management was aware of the operational approvals process and was satisfied it was appropriate to issue the instruments.
Proposal to discontinue CAO amendments
In 2016, the then DAS agreed with a proposal from CASA Flight Standards Division to close the existing project to amend CAO 29.6, as it had been ‘superseded by Part 138’. The finalisation of Part 138 was reported to be ‘imminent’, with a proposed effective date of September 2018. The proposal included that crocodile egg collection would ‘continue as per current exemptions until such time as Part 138 is made and the regulation commences’.
Transitional regulations
At the time of the accident, Helibrook and other operators were conducting crocodile egg collection under their AOC as an aerial work operation. From 2 December 2021, crocodile egg collection required a CASR Part 138 Certificate (instead of an AOC) to authorise the operation. The crocodile egg collection operation (carriage of a person outside a rotorcraft) was categorised as an aerial work class D external load operation under CASR Part 138.[24] Chapter 15 of the Part 138 manual of standards (MOS) – Rules for external load operations, applied to the activity.
Section 15.06(3)(e) applied to rotorcraft that cannot hover out of ground effect with one engine inoperative, requiring section 9.05(b), (c), (d) and (e) of the MOS to be complied with. This required the rotorcraft to have:
a turbine engine
a usage monitoring system
control to be maintained in all phases of flight in the event of a hydraulics failure or alternatively dual hydraulics
redundant means of controlling fuel flow to the engine.
CAR 151 and 250 were repealed on 2 December 2021. An authority under CAR 151(3) and a permission under CAR 250(2) applied to CASR Part 138. The Part 138 requirements were more onerous than the existing instrument issued to Helibrook for crocodile egg collection, which permitted use of a piston-engine helicopter without a usage monitoring system. In order to permit continued egg collection using the R44 an exemption was granted under Division 11.F.1, including CASR 11.170(3), which stated:
In making its decision, CASA must regard the preservation of a level of aviation safety that is at least acceptable as paramount.
Despite the intended safety improvement associated with the introduction of Part 138 requirements, Helibrook’s instrument was issued on 9 September 2021, with a 3‑year validity period. Under the transitional legislation, it would cease at the earliest of the:
expiry of the instrument (31 December 2024)
second anniversary of the instrument commencement (7 September 2023)
day the operator’s AOC expired (31 July 2022, extended to July 2023 after the accident).
Considering these criteria, Helibrook would be required to comply with CASR Part 138 and Part 138 MOS when its AOC expired.
Briefing note July 2021
In July 2021, an internal briefing note to a senior CASA manager stated that:
When Part 138 of CASR commences on 2 December 2021, operators conducting crocodile egg collection operations will need to replace their Robinson R44 helicopters with a helicopter that has improved reliability.
The briefing note outlined the risk assessment and subsequent work, which had concluded that HEC operations were very high risk for the sling person. It stated that the risk could be substantially mitigated through the use of a turbine engine helicopter with a usage monitoring system. Additionally, the hook system needed to provide redundancy in the case of failure of the hooks/system.
The Background section of the briefing note included that CASA’s previous permission instruments had not been issued on the basis of a risk assessment, and that the risk had been assessed in 2013 as unacceptable without mitigation. Further, that CASA’s authorisation of R44 HEC operations was not reflective of international standards and significantly differed from the FAA, Transport Canada and EASA. At that time these organisations generally required multi turbine engine helicopters with one engine inoperative accountability for commercial operations, with the use of high-reliability single turbine engine helicopters permitted for limited specified operations.
The Way Forward section of the document noted that some helicopter operators were already conducting powerline maintenance work using a single engine turbine helicopter for HEC, based on the CASR Part 138 standards.
Helibrook’s 2021 instrument
The 2020 instruments were valid until 31 December 2021. On 2 September 2021, the Helibrook safety manager emailed CASA’s Regulatory Services requesting a renewal of the instrument with the 2020 instrument attached to the email. After payment, the task was assigned to the delegate on 9 September 2021, who recalled that it was relatively urgent. The delegate reported being unaware of the history of the authorisation, but was aware of the general risk of the operation and that it had been assessed by multiple sections within CASA.
The delegate reviewed the file relating to the most recent instruments and emailed the previous approver asking whether there were any concerns regarding reissue of the instrument to Helibrook. The previous approver advised that:
the STC for the hooks had been issued on 30 July 2021
there had been no changes to Helibrook’s equipment or procedures that they were aware of
CASR Part 138 was not yet in force
considering the above, they saw no reason why a new instrument should not be issued.
They also commented that they did not believe there was a compelling statistical argument to justify the higher cost of a turbine engine helicopter that would be required under Part 138.
The delegate then signed the instrument on 9 September 2021 with an expiry date of 31 December 2024. There was no change to the conditions from the previous year’s instrument. The references to the now redundant EO were not removed. Condition 23 stated that when the STC is approved, ‘all aircraft previously certified to the [engineering order] EO will be shown to be compliant with and certified to the STC within 14 days of the STC being approved, after which time aircraft certified only to the EO may no longer undertake this work’. Helibrook did not update the hook installation on VH-IDW to the STC. The delegate reported that they were unsure about whether the hooks had been certified. The delegate also reported being unaware of the implications of the impending Part 138 requirements when they issued the instrument for a 3-year period.
At the time of the accident, VH-IDW was operating under CASA Instrument CASA.CARRY.0163 Revision 1, issued to Helibrook and dated 7 September 2021 (2 days prior to it being assigned to the delegate).
There were 34 listed conditions that Helibrook and the pilot in command were required to comply with (Appendix D – Instrument conditions). There was no limitation specified for the HEC carriage height. Key conditions discussed previously included:
The pilot in command and sling person were required to have completed a course of training for the activity promulgated in the helicopter operator’s operations manual. The operator’s training course was to include not less than 1 hour of flight time and 1 hour of ground instructional time.
A thorough pre-flight briefing was to include actions to be taken by crew members during possible emergencies – the briefing was to be conducted in accordance with the briefing procedures in the operations manual.
The helicopter was required to be compliant with the STC SVR 541 and to be operated in accordance with the FMS, which details normal and emergency procedures associated with the activity.
The pilot and operator were required to comply with the relevant procedures in the company operations manual.
The pilot was required to have continuous and clear radio communications with the sling person throughout.
The pilot was required to fly the helicopter at a ‘safe speed’ and to carry the sling person ‘for the minimum distance and time required in order to safely conduct the activity’.
The sling person was required to wear an Australian Standard helmet (‘appropriate to the risks encountered during the activity’).
Prior to commencement of the activity each day, the pilot was required to verify that the engine was producing normal rated power output, and that no defects were evident which could lead to power reduction during those operations.
The sling person must be made aware, in writing, that the hook system is not certified for human use.
Engine failure probability analysis
US data
Data based on the Lycoming Service Reporting Database, National Transportation Safety Board Aviation Accident Database, FAA Service Difficulty Reports, and FAA Accident and Incident Database System from 31 December 2016 to 31 December 2021, found power loss rate (incidents per 100,000 flight hours) were 0.54 for the R44 and 0.11 for the R44 II. These helicopter types therefore met the EASA requirements[25] for ‘Helicopter operations without an assured safe forced landing capability’ engine in-service sudden power loss rate requirement of not more than 1 per 100,000 (1 x 10-5) engine hours in a 5-year moving window. For that data, where the cause of the engine failure was unknown, or where maintenance was identified as the reason for the failure, they were counted as 0.5 and 0 events respectively.
Australian data
A review of R44 and R44 II engine failure occurrences reported to the ATSB,[26] compared with flight hours for the period 2011 and 2020 showed the average engine failure rate was 4.4 per 100,000 flight hours. Unlike the power loss rate data above, these did not consider whether the failure resulted from maintenance or an unknown reason, which may account for the higher engine failure rate in Australia. Fuel exhaustion and fuel starvation were not coded as engine failures.
In addition to engine failures, the ATSB identified R44/R44 II accidents and serious incidents that occurred during the same period, which would likely result in injury to the sling person if they occurred during slinging operations. These were primarily losses of control and occurred at a rate of 2.8 per 100,000 flight hours. The combined rate of engine failure and other occurrence types likely to result in injury to the sling person was 7.2 per 100,000 flight hours.
At risk time
To quantify the risk of the activity, it was necessary to approximate the amount of time HEC was being conducted each year in Australia under a CASA authorisation. In the 2020–21 and 2021–22 seasons, 3 helicopter operators had CASA authorisation for R44 HEC operations to conduct crocodile egg collection. Of those, 2 contracted to WHNT and one operator supplied a different crocodile farm. WHNT provided total invoiced hours for 3 R44 helicopter operators for those seasons, one of which did not have a CASA instrument for HEC, but the ATSB obtained evidence from February 2021 showing dual hooks installed on their helicopter. In the 2020–21 season, 566.1 hours were invoiced and 507.3 in the following season, in which activities were suspended following the accident. This included the accident pilot, operating VH-IDW as one of the 2 HEC helicopters for WHNT, who had invoiced 21.5 full days of conducting crocodile egg collection for the 2021–22 season to 22 February 2022 (approximately 200 hours).
WHNT initially estimated that they were generally slinging about half the total engine-running time, and later revised this to about 20% of the total time for the 3 helicopters operating for WHNT. The other (non-WHNT) operator estimated they did about 15 hours of HEC each season.
Based on the information and approximations provided, the ATSB assessed the effect of slinging a person under an R44 helicopter for 200 hours per year. On average, an engine failure or in-flight emergency likely to result in an accident, would occur once every 69 years while slinging a person.
Exceeded maintenance intervals
Exceeding maintenance, inspection and overhaul limits, increases the probability of an in-flight engine failure. The Robinson R44 Maintenance Manual stated that it ‘is the operator’s responsibility to maintain a record of time in service for the airframe, engine and life-limited components…[an] hour meter is an acceptable means of recording time in service’. The manual included the warning that:
Components with mandatory overhaul times or life limits whose time in service is not reliably documented cannot be considered airworthy and must be removed from service.
Lycoming Service Instruction 1009BE – Time between overhaul (TBO) schedules included the warning that ‘Operation of an engine in a non-airworthy condition could result in loss of life, serious injury, and damage to property’. Additionally, the Lycoming operator’s manual included:
Neglecting to follow the operating instructions and to carry out periodic maintenance procedures can result in poor engine performance and power loss. Also, if power and speed limitations specified in this manual are exceeded, for any reason, damage to the engine and personal injury can happen.
Previous occurrences
HEC accident
On 11 May 2022, a Bell Helicopter Textron Canada 407 helicopter was conducting HEC training in Livermore, California, US. The helicopter was about 175 ft above ground level with a sling person on a 60-ft long line when the engine lost power. The pilot manoeuvred the helicopter and partially raised the collective when the sling person was about 15 ft above the ground (AGL) and cushioned them onto the ground. The sling person was uninjured.
The pilot then manoeuvred the helicopter away from the sling person and when about 10 ft AGL, raised collective and released the sling line. The helicopter landed hard resulting in substantial damage to the helicopter and serious injury to the pilot, who had to be extricated from the wreckage. At the time of publication of this report, the US NTSB investigation was ongoing however, the occurrence showed that in a helicopter with more main rotor inertia than an R44, it is possible to cushion the HEC onto the ground, but the ensuing autorotative landing can result in serious injuries to the pilot.
Fuel exhaustion happens when there is no usable fuel remaining to supply the engine/s.
Fuel starvation happens when the fuel supply to the engine/s is interrupted although there is adequate fuel on board.
The report stated that the ATSB received an average of 21 reports of fuel exhaustion or starvation occurrences each year. Fuel exhaustion occurrences were normally either the result of an error in pre-flight fuelling, or a number of seemingly minor aspects of fuel planning and management during the flight. Consideration of different fuel consumption rates depending on the activity being conducted and flight conditions is a key component of fuel planning.
The chance of fuel exhaustion is reduced if a pilot accurately determines the amount of fuel on board prior to starting, by cross-checking from multiple sources. These include fuel quantity gauges, dipsticks, totalisers/flow meters and calculations from previous refuels and fuel usage regularly checked for accuracy.
ATSB fuel exhaustion occurrences 2011–2020
The ATSB occurrence database held 54 fuel exhaustion occurrences for the 10-year period 2011‑2020. Considering the involved engine types, 49 were piston, 4 were turbine and 1 engine type was unknown. However, of the total aircraft, only 5 were helicopters, 3 of which had turbine engines and 2 were piston engine helicopters. Neither of the piston helicopters were an R44, but one of the occurrences involved a piston engine R22 Beta helicopter conducting mustering operations. Given the small data set, there was no significant difference in engine type for helicopter fuel exhaustion occurrences.
For 14 of the 54 occurrences, the total flight time of at least one pilot was recorded. Table 4 details the number of occurrences, the number of those where the total flight time of one pilot was known, and the median total flight time. The median total flight time of a pilot involved in a fuel exhaustion occurrence was 1,227 hours with a range of 20 to 14,500 hours. This suggests that experience is not a mitigation against fuel exhaustion occurrences.
Table 4: Fuel exhaustion occurrences 2011–2020, engine type (1 unknown), median and range of pilot total flight time (TT)
On 4 October 2010, a Robinson R22 Beta helicopter collided with the ground while conducting cattle mustering operations. The pilot was fatally injured, and the helicopter sustained substantial damage. The investigation found that the collision with terrain was probably a result of engine stoppage due to fuel exhaustion, while operating at low altitude. The investigation also found that:
The nature of mustering operations had the potential to divert the pilot's attention away from other safety-critical tasks, such as monitoring the helicopter's fuel state.
Long line fuel exhaustion accident
In 2012, the US National Transportation Safety Board investigated an MD Helicopters 500D helicopter accident, in which the engine lost power while a utility worker was suspended on a long line attached to the helicopter. The investigation analysis included the following:
The helicopter was in a hover about 120–150 feet above the ground while a utility worker performing a long-line operation worked on a transmission tower. After the loss of power, the helicopter spun and descended during which the worker was pulled off the tower by the attached long line. The pilot performed an autorotation that resulted in a hard landing. The pilot sustained serious injuries and the worker sustained fatal injuries.
Post accident examination of the helicopter revealed no usable fuel on board, and fuel quantities between the fuel tank and engine were consistent with fuel exhaustion. The examination revealed that the electrical wire to the start pump was not secured, which allowed for the possibility of it interfering with the fuel quantity transmitter float mechanism, thus providing erroneous cockpit fuel quantity indications to the pilot. The examination also revealed that the low fuel quantity annunciator was inoperative due to separation of the fuel quantity transmitter’s low-level fuel whisker.
The National Transportation Safety Board determined the accident to be a result of improper maintenance resulting in erroneous fuel gauge indications, combined with the pilot’s inadequate fuel management. The investigation also found there were no written company procedures or fuelling records to track fuel loading and time-based fuel consumption.
Survivability
Post-mortem report
The post-mortem examination of the egg collector found multiple blunt force injuries resulting from a fall from a height. The examination identified that there were numerous head, neck, and torso (or trunk) injuries. There was also external evidence of blunt force trauma to the upper and lower limbs, but there were no underlying skeletal injuries. No obvious evidence of fuel was found on the egg collector’s clothing to indicate a fuel leak prior to the accident, but the clothing was not specifically tested for the presence of fuel. Additionally, no bark residue, indicative of tree contact, was identified.
Height of fall
Three studies conducted on patients presenting to an emergency or trauma centre following a fall from height analysed injuries sustained and the height of the fall (Icer and others, 2013, Liu and others, 2008, Nau and others, 2021). The studies found that the overall injury severity was higher with increasing fall height. With increased height of the fall, there was a significantly higher severity of thoracic and pelvic injuries, whereas the severity of head injuries and spinal fractures did not increase with fall height. Life-threatening injuries were more likely the higher the fall height, and falls greater than 18 m were usually fatal (Nau and others, 2021).
In one study, the mean fatal fall height was 6.61 m, noting that the study excluded people who had died before arriving at the hospital. About 30% of people who fell from 10 m or higher died, which was twice the percentage of those who fell from 6–9.9 m and nearly 3 times that of those who fell from 3.1–6 m. Of those fatally injured, 91% sustained head injuries. The study found haemopneumothorax[27] and subarachnoid haemorrhage[28] were the most important factors affecting mortality (Icer and others, 2013). Another study also found severe head injury was a significant prognostic factor for mortality in people who fell from heights of at least 6 m (Liu and others, 2009).
These research findings were consistent with a retrospective study of autopsy reports (Abder-Rhman, Jaber, & Al-Sabaileh, 2018), which found that internal injuries were directly proportional to the height of the fall. Head injury was the most common fatal injury in all heights, chest injuries and skull base fractures were more prevalent in falls from above 3 m, and abdominal injuries were mainly prominent in heights above 9 m.
The Civil Aeromedical Research Institute of the US FAA report Human survivability of extreme impacts in free-fall, analysed factors affecting survivability in individuals who survived falls from heights of up to 84 m (275 ft) (Snyder, 1963). Among other factors, the study found that orientation of the body was important. The initial impacts were feet-first in 10 of the 12 cases of survived falls from over 33 m (100 ft). The impact force was found to be greatly attenuated by bending and flexion of the leg muscles.
Freefall orientation
The sling person’s harness is designed to keep them in an upright position. Keeping the sling person attached during an emergency landing would allow them to remain upright and impact the ground feet first, decreasing the mortality risk. When the sling person is released, they have no means of orientating themselves and are more likely to tumble, increasing the likelihood of landing other than feet first, thereby potentially increasing risk of fatal injury.
Injury assessment
A forensic pathologist assessed the egg collector’s injuries and found that there was evidence of significant head injury due to ground impact. In assessing the height from which the sling person was likely released, the pathologist referenced research showing that higher mortality is found in falls from greater heights and that the threshold for suffering major trauma from a fall from a height is at least 6.1 m (20 ft). Further, that pelvic fractures occur significantly more often if the fall height is at least 6 m, and chest trauma is more common the higher the height of the fall.
Based on the research and the egg collector’s extensive pelvic, spinal, and chest fractures, the forensic pathologist assessed that they likely fell from a height above 5 m.
Egg collector helmet
The egg collector’s helmet was found nearby, and the helmet’s clasp receptacle had fractured.
The instrument issued to Helibrook for picking up and carrying a sling person under an R44 helicopter for crocodile egg collection stipulated that the sling person was to wear a helmet that ‘meets the Australian standard appropriate to the risks encountered during the activity’. The sling person’s helmet had a sticker showing compliance with American National Standard for Industrial Head Protection ANSI/ISEA Z89.12009 Type I Class C. This standard was amended (in 2014) to Z89.1-2014.
The standard stated that Type I helmets were ‘intended to reduce the force of impact resulting from a blow only to the top of the head’. (The Class C (‘conductive’) helmets also provided no electrical protection). In contrast, Type II helmets met additional requirements for lateral impact protection (front, back and sides) and chin strap retention. In this accident, a Type II helmet would not have reduced the severity of the egg collector’s injuries to a survivable level.
Pilot restraint and helmet
The pilot sustained swelling and bleeding on the brain indicative of rapid deceleration and acceleration. Although the pilot was not wearing a helmet, it would likely not have reduced the severity of head injury in this accident as no head impact occurred. The pilot reported always wearing the 4-point restraint and could not recall how they exited the helicopter.
Pilot seat
R44 helicopter seats are designed to crush and absorb impact forces. Under the seat is a stowage area marked with a weight limit and a limitation for storage of soft articles only. The pilot reported that they normally had the following under their seat: lunch, water bottle, satellite phone, first aid kit and a raincoat. A broken headset and other small items were found under the pilot seat and photos from the site showed other items that were removed before ATSB arrived that may also have been stored under the seat.
Impact forces crushed the seat into the storage area, with the seat box and support structure collapsing. Additionally, the fuselage belly pushed upwards after the undercarriage skids exceeded their capability. The floor also pushed up to the level of the collapsed seat pan.
This indicated that the energy absorption capability of the airframe with respect to the seat installation had been exceeded. The seat probably collapsed onto the contents of the stowage compartment and may have contributed to the pilot’s injuries.
Cocaine metabolites
In Australia, cocaine is classed as a ‘Schedule 8 – controlled drug’. Cocaine is a central nervous system stimulant and an illicit drug, unless there is evidence it is used for medical purposes. In a dilute solution, it is used as a topical anaesthetic for limited purposes and is listed as an unrestricted Schedule 8 substance in Northern Territory hospitals. A deputy director at Royal Darwin Hospital advised that cocaine was not stocked in the Emergency Department and was not administered to the pilot at Royal Darwin Hospital. CareFlight NT’s Medical Director advised that their aircraft did not carry topical cocaine.
In the context of aviation safety, detrimental effects of cocaine can occur in the hours immediately after use, and depending on the regularity and dose used, there may also be longer-term effects. Immediate effects of a moderate dose of cocaine on skills performance can include risk-taking, inattentiveness and poor impulse control. During the ‘crash phase’, which lasts 9 hours to 4 days following cocaine use, the user can feel depressed, agitated, irritable, and there can be significant fatigue and lack of energy (Isenschmid, 2002). As the effects of cocaine wear off, the user can suffer fatigue, depression, sleepiness, and inattention (Couper and Logan, 2014).
Cocaine is metabolised in the body to benzoylecgonine and ecgonine methyl ester. Blood concentration of cocaine decreases rapidly and is typically detectable in blood 1–2 days after use. Cocaine metabolites benzoylecgonine and ecgonine methyl ester may be detectable for at least 3–4 days after cocaine use. The presence of benzoylecgonine and other cocaine metabolites in blood in the absence of cocaine usually indicates the cocaine exposure did not occur immediately prior to the blood sampling (Isenschmid, 2002). A toxicological pharmacologist advised the ATSB that it was extremely difficult to correlate blood cocaine concentration with the timing and quantity of exposure to the drug. They also assessed that the pilot’s toxicological results were indicative of exposure to cocaine possibly up to about 4 days prior, but not in the previous 24 hours.
CASR 91.520 detailed that a crew member is unfit for duty if their ability to perform the duty is likely to be impaired because they have used a psychoactive substance such as cocaine. Pilots are required to declare recreational drug use to a designated aviation medical examiner.
Safety analysis
Introduction
From about 0850 on 28 February 2022, the crew of Robinson R44 II helicopter, VH-IDW, were preparing to conduct crocodile egg collection, near King River, Northern Territory. The helicopter was operating under a Civil Aviation Safety Authority (CASA) instrument that authorised the pilot to operate with a person in a harness system (‘sling person’) outside and attached to the helicopter, for the purpose of collecting crocodile eggs. The authorisation was subject to conditions that were intended to mitigate the risks of the operation.
After hearing no communications from the pilot of VH-IDW for more than one hour, another pilot conducting egg collection nearby commenced a search. They found the accident site about 150 m from the first nest they expected VH-IDW’s crew to collect eggs from. The egg collector lay fatally injured on the ground, wearing their harness and attached to one end of the sling. The attachment rings at the other end of the sling were not connected to the helicopter, which had collided with the ground upright, 44 m from the egg collector, and was substantially damaged. The pilot sustained serious injuries.
There were no witnesses to the accident and the accident pilot had no recollection of the accident and limited recollection of the hours leading up to it. No recorded data to accurately determine the accident sequence, including the time of the accident, was recoverable.
There was no fuel present in the helicopter’s auxiliary tank and a very small quantity in the main tank. Assessment of the helicopter indicated that the engine was stopped before the helicopter impacted the ground. Additionally, there was no evidence of failure of the harness, sling, attachments or the hooks system. There was also no evidence of failure or defects to the airframe or the helicopter’s systems likely to have contributed to the accident.
This analysis will discuss:
fuel uplift
the pilot’s awareness of the helicopter’s fuel state
potential reasons for the in-flight engine stoppage
the circumstances relating to the release of the sling person and the helicopter’s collision with terrain.
The influence of the helicopter operator’s safety management system and the Civil Aviation Safety Authority’s (CASA’s) process for issuing authorisation instruments will also be analysed. Finally, the potential contribution of the helicopter’s state of airworthiness, presence of cocaine metabolites in the pilot’s toxicology results and lack of emergency location transmitter fitted to the helicopter will also be considered.
Fuel uplift
After reportedly being filled with fuel, the helicopter departed from the operator’s hangar at Noonamah on the outskirts of Darwin at about 0703 in company with 2 other R44 helicopters. Fuel receipts showed that the Noonamah fuel tank contained only blue‑coloured 100 low lead (LL) Avgas fuel and there was no record of the quantity of fuel uplifted to VH-IDW at Noonamah on the accident morning. An in-flight photo taken en route to Mount Borradaile showed the chronometer reading 45 minutes, which the pilot reported usually setting to zero after refuelling.
A subsequent report that VH-IDW was filled the evening prior to the accident and not on the accident morning, suggested that VH-IDW departed with less than full fuel (151–153 L usable). However, the in-flight photo showed the gauges reading slightly below 3/4, consistent with the helicopter having departed Noonamah at or near full, based on the reported fuel flow rate of about 65 L/h.
Based on flight data, witness accounts and evidence from the in-flight photo, the 3 helicopters probably arrived at the en-route fuel depot at Mount Borradaile at around 0816. The accident pilot reported that they always left Mount Borradaile with full fuel tanks and their intention had been to refuel there. However, they were unable to confidently recall the specific fuelling activities at Mount Borradaile or events thereafter.
There were consistent recollections from others present at Mount Borradaile that VH-IDW was the first helicopter to arrive and that it did not have a fuel drum pump on board to transfer fuel from the drum stock. However, there were also differing recollections of the order in which the R44s were refuelled, with each helicopter being repositioned in turn close to the drums and the entire activity being undertaken without shutting any of the aircraft down. Two people reported seeing the accident pilot pumping fuel, including into VH-IDW. However, in a submission following review of the draft report, one of those reported not having seen anyone fuel VH-IDW. One other person reported assisting the pilot to pump fuel. However, that person’s recollection subsequently changed to having observed the egg collector partially fuelling VH-IDW before taking over to finish the fuelling themselves.
In the approximately 14 minutes the helicopters were at Mount Borradaile, there was probably sufficient time to refuel 3 helicopters given the number of people available to assist. Two witnesses reported that the egg collector was flying VH-IDW, from the right seat, when it departed Mount Borradaile, and that the accident pilot removed the dual controls after arriving at King River. However, the accident pilot and another egg collector reported that the accident pilot had flown VH-IDW from Mount Borradaile, having removed the dual controls there.
The ATSB’s assessment, based on the consistent accounts of the first 2 witnesses and recorded GPS data transmitted to a server from the egg collector’s phone indicating they were using an electronic flight bag application to navigate between Mount Borradaile and King River, was that it was more likely that the egg collector flew VH-IDW from Mount Borradaile to King River.
The person who prepared the 2 fuel drums for the R44 crews on the accident morning at Mount Borradaile had a detailed recollection of which drums were used and subsequently obtained fuel samples from those drums for ATSB testing. The samples were confirmed as green‑coloured 100/130 fuel in accordance with the relevant specifications and the delivered batch test data.
The first person to arrive at the accident site, reported that there was a fuel smell but later assessed that may have been from a leaking jerry can stored behind the pilot’s seat. The first emergency responder on site reported the absence of a fuel smell, but noted leaking hydraulic fluid that created a sheen on the water. The Helibrook chief pilot also reported that there was no fuel smell when they arrived. As the helicopter wreckage was in a swamp, with water slowly running downstream, it was possible for fuel to also drain away, although no one observed that occurring. There were also varying reports that people who attended the site after the accident looked in one or both fuel tanks and detected fuel, but no one attempted to measure the quantity.
When ATSB investigators arrived at the accident site 2 days after the accident, there was no fuel present in the auxiliary tank and only a small quantity of fuel in the main fuel tank. Although it was not possible to accurately measure the quantity in the main fuel tank on‑site, it was assessed by the ATSB investigators to be significantly less than the documented unusable quantity of 4 L. Recognising that the worst‑case helicopter orientation is used to arrive at that unusable fuel quantity, it is possible to consume some of the published 4 L in‑flight. However, it was considered unlikely that the small remaining quantity observed by the ATSB on‑site would have sustained the engine. As such, following the ground collision some fuel was either removed from the helicopter or was able to drain away.
Examination of the helicopter identified that it was possible for fuel to drain under gravity from the tanks through the fuel system and out via either a fractured fitting between the fuel flow transducer and flow divider, or through the drain at the gascolator. However, the loose organic black soil from the accident site that filled the fractured transducer fitting would likely have been flushed out if fuel had drained through that route. There was also no fuel staining on the cowls, but this may have been due to water ingress into the cowls at the accident site. Images taken of the site 4 months after the accident showed no evidence of vegetation dieback that would be indicative of significant fuel leakage, however over 200 mm of rain had fallen in the intervening period.
The helicopter manufacturer assessed that the deformation of the fuel tanks was consistent with a lower fuel quantity, but was unable to distinguish between some or no usable fuel remaining, or between impact damage and possible bulging due to internal contents. However, the degree of tank deformation indicated that the helicopter was not filled with any significant amount of fuel at Mount Borradaile unless the accident occurred at about the time the helicopter was located. This was considered unlikely because the accident occurred between the clearing and the first target nest in the direction of travel that morning. Other than the egg collector’s phone briefly contacting a cell tower at 0858, there was no evidence the crew planned to go anywhere other than the 3 nests they had been allocated to collect, and no eggs had been collected. There was no communication between the cell tower and the pilot’s phone at that time.
Scientific testing of the fuel drained from VH-IDW after the accident found that it was 100 LL Avgas and likely contained no more than 1% 100/130 fuel, consistent with residue from previous fuelling. This physical evidence opposed any significant quantity of 100/130 fuel being added to the tank at Mount Borradaile. Although it was later reported that it was possible for other drums at Mount Borradaile containing 100 LL to have been used, the distinct drum markings and reported general usage of the fuel location made that unlikely.
The potential effect of interference with the site was considered in relation to the removal of the jerry cans and the fuel testing results. The only plausible scenario that permitted both refuelling at Mount Borradaile to occur and the sole presence of 100 LL when chemically tested was if 40 L of 100 LL fuel was poured from the jerry cans into VH-IDW after the accident and then subsequently largely leaked away.
While it was possible that the addition of 40 L of 100 LL from the jerry cans could produce the attained test results, there was no evidence that occurred. Conversely, those on‑site reported that one of the jerry cans was damaged on impact and fuel from the jerry cans out of VH-IDW was used to fuel one of the other helicopters before departing the accident site. This was consistent with reports of empty jerry cans being used at Mount Borradaile to transfer fuel from a drum to a helicopter on the return trip. Additionally, the lack of fuel smell, cowl staining and soil lodged in the fractured transducer fitting also indicated that 40 L of fuel was not poured through the system.
Considering the relatively greater strength of the technical evidence, the ATSB concluded that the helicopter was probably not refuelled at Mount Borradaile prior to the commencement of the egg collecting activity.
Detection of low fuel state
The sources of information for the pilot regarding the helicopter’s fuel state were the chronometer, fuel totaliser, fuel log, fuel gauges and low fuel warning system.
The pilot’s normal practice, consistent with the in-flight photo was to reset the chronometer to zero following refuelling. The chronometer did not store data and therefore its reading at the time of accident could not be determined. The pilot reported that they did not use the totaliser, which was not visible in the in-flight photo. Further, there were no records of fuel uplifted to VH-IDW for the accident day.
When tested, the main tank indication overread within a needle-width at empty, a quarter and half full. The auxiliary tank gauge indicated very close to the actual fuel level. The placard below the main fuel tank gauge, from the last fuel calibration, indicated the main tank gauge would significantly underread. Therefore, had the pilot been relying on the calibration placard’s quantity to interpret the gauges, there would have been less fuel in the main tank than expected, other than when full or empty. However, based on the in-flight photo showing the fuel gauges, and testing of the gauge senders and gauges, the gauges would likely have been reasonably accurate.
The calibration placard also stated the low fuel warning light would illuminate with 20 L fuel total remaining and the pilot recalled that it would illuminate with 18 L remaining. However, according to VH-IDW’s Pilot’s Operating Handbook, the low fuel warning light would illuminate with 11 L of usable fuel remaining, which would be 14 L total. It is therefore likely that, if the light illuminated in flight, the pilot would think there was more fuel remaining than the POH indicated. The accident pilot also reported that their normal practice was to depart Mount Borradaile with full fuel. This expectation may have influenced the degree to which the pilot focused on the fuel quantity.
The low fuel warning system was found to be functional. However, it is possible that, if the low fuel light and/or fuel gauges were indicating low fuel, the accident pilot may have dismissed these cues as they would not have been consistent with their expectation. Additionally, had the low fuel light illuminated, the pilot may have thought there was more fuel remaining than actual.
A previous ATSB investigation into a Robinson R22 accident that occurred during mustering operations, found that the nature of the operation potentially diverted the pilot’s attention away from monitoring the helicopter’s fuel state. This resulted in probable fuel exhaustion and stoppage of the engine in flight. This potential also existed in conducting slinging operations, as the pilot would have had their head out the door, looking down at the sling person, and not at the instrument panel or gauges. This limitation of monitoring gauges was included in the Helibrook operations manual and suggested pilots conducting low-level aerial work operations also monitor elapsed flight time. However, had the chronometer been reset to zero at Mount Borradaile but the helicopter not refuelled, this would have provided an erroneous indication of time since refuelling.
Had the pilot detected a low fuel situation, there were 2 jerry cans of 100 LL fuel in VH-IDW that could be used for refuelling and multiple landing sites were available. Ultimately, while indications of the in-flight fuel state should have been available to the pilot, the pilot may have not observed them, dismissed them as erroneous or misinterpreted them. In any case, it is likely that the pilot did not recognise the helicopter’s fuel state.
In assessing whether the pilot’s experience as a helicopter pilot and in slinging operations would mitigate the risk of fuel exhaustion, the ATSB reviewed fuel exhaustion occurrences in the 10-year period 2011–2020. The median total experience of pilots involved in fuel exhaustion occurrences reported to the ATSB in that period was 1,227 hours. This illustrates that experience alone does not mitigate fuel exhaustion.
In-flight event assessment
The ATSB analysed what in-flight event occurred that led to the egg collector dropping their equipment, the pilot releasing them, and the subsequent helicopter collision with terrain. The orientation of the accident trail was consistent with the route between the clearing and the nest most likely to be collected first. There was no evidence of snagging of the sling line or egg collector that led the pilot to release them. There was also no evidence of in-flight breakup or damage to the helicopter airframe due to failure, bird strike, or consistent with a manoeuvring error or mishandling.
Significantly, there was physical evidence that the engine was stationary when the helicopter impacted the ground, and no evidence that supported engine rotation was identified. Based on advice from the helicopter manufacturer, the ATSB assessed whether the engine had stopped in flight or because of the main rotor blade striking the tree while the engine was producing low power. The damage to the main rotor blade, including one broken pitch link, was consistent with a tree strike in a low rotor energy state. The diameter of the branches struck on the first 2 strikes was assessed as too small to stop the engine. The last tree strike was more substantial but occurred below the main rotor blade height, indicating the helicopter impacted the ground prior to that strike. On balance it was therefore considered likely that the engine stopped in flight.
Reason for engine stoppage
Pilot action
The ATSB assessed the possibility of inadvertent pilot-induced engine stoppage in the context of the pilot’s logged total helicopter flight experience of about 2,500 hours and more than 300 hours of sling time. Robinson advised that there had been several accidents in which a pilot had inadvertently induced an engine stoppage by rolling off the throttle too fast. This had occurred in flight training when simulating an engine failure and as an incorrect response to abnormal situations such as a sudden change in engine RPM or discrepancy between engine and rotor RPM.
It was considered very unlikely that the pilot would have simulated an engine failure at any stage during the accident flight. Although it could not be determined whether there was another situation that led to the pilot quickly rolling off the throttle, this would be a highly unlikely response of an experienced pilot, while conducting human external cargo (HEC) operations.
Aircraft, engine and fuel system examinations
The ATSB conducted extensive airframe and component examinations. Independent experts were engaged to conduct engine and fuel system examinations, overseen by the ATSB and other involved parties. The results were also analysed by manufacturers of the helicopter and engine, and other specialists. There was no evidence of a defect that could have led to sudden stoppage of the engine, of any critical component of the engine, fuel, or other helicopter system. Examination of the engine and fuel system found:
no evidence of any issue with air intake to the engine or the exhaust system
low static compression in one cylinder, but the actual compression was probably higher when the engine was running and warm, which was unlikely to have resulted in sudden in-flight complete or substantial power loss
several valve clearances were out of service limits
no evidence of any issue with the spark plugs, ignition leads or magnetos
no fuel remaining in the system other than the main fuel tank, no evidence of fuel contamination with debris, water, or wrong fuel, no defects in the fuel system and no condition likely to prevent usable fuel reaching the engine.
The out‑of‑limit valve clearances and low cylinder compression probably reduced the power that the engine was able to produce. However, the accident was not consistent with insufficient power available to lift the sling person, as the maximum power required would have occurred during the lift and before forward speed (consistent with the accident trail) was achieved. The ATSB assessed VH-IDW for all the possible reasons for an engine problem listed by the engine and helicopter manufacturer. The aircraft, engine and fuel system examinations did not identify any failure or condition, other than an absence of fuel throughout the system, that would likely result in sudden complete or substantial engine power loss.
Fuel exhaustion
The helicopter had not been shut down between when it was started before 0700 and last seen at a clearing near King River at about 0855. No recorded data was available to indicate the helicopter’s movements after 0900, including at the time of accident. However, the egg collector’s phone was momentarily in range of the nearest phone tower at 0858 and the accident pilot’s phone was not. As mobile phone reception was only in range when about 300 ft above the accident site, this may indicate that the egg collector was briefly airborne in the helicopter at that time.
As described above, the accident occurred between the clearing and VH-IDW’s first target nest, and no eggs had been collected. Additionally, no communication had been made with VH-IDW since about 0900, and it was considered unusual for the crew not to communicate for over an hour.
The operator reported VH-IDW’s normal fuel flow was 65–70 L/h, equating to a fuel endurance between 2 hours 31 minutes and 2 hours 42 minutes. Had the helicopter not been refuelled since 0658 at Noonamah, the helicopter would have exhausted usable fuel between 0929 and 0940. Furthermore, if the helicopter had been refuelled the previous evening and then travelled for about 23 minutes to Noonamah, and was not fuelled prior to the start of the accident day, fuel exhaustion was possible from 0904. Low cylinder compression evident in the No. 6 cylinder at engine examination, and high power settings, as evident in the in-flight photo, increase fuel consumption. Fuel exhaustion was therefore possible earlier than 0929. This was consistent with the search pilot’s estimation that the accident occurred at about 0922, when they were on the ground and out of communication range, and other crew heard a static radio transmission that may have been from VH-IDW.
The helicopter’s hour meter read 2070.05 at the accident site and the maintenance release recorded 2067.6 at the end of the previous day. This indicated the helicopter had a flight time of 2.45 hours (not including time on the ground), which would also support fuel exhaustion. However, this was considered unreliable evidence as the pilot reported that the hour meter was never running when they operated VH-IDW, in which case the maintenance release did not reflect actual hours flown.
In summary, considering the:
likely lack of fuel on site, including in the helicopter tanks
elapsed time since last probable refuelling
timeframe in which the accident likely occurred
the absence of any fault with the helicopter likely to result in sudden or substantial power loss
fuel exhaustion was assessed as the probable reason for engine stoppage.
Release of sling person and helicopter terrain impact
There was no evidence of a failure of the hooks system or sling equipment. The pilot reported that they always checked both quick release systems were functional before slinging. Had the experienced egg collector not attached themselves correctly, it was unlikely the pilot would have been able to lift them into the air attached to the helicopter and traverse above trees before they were released. By design and certification, inadvertent release of the hooks by the pilot was extremely improbable. Furthermore, inadvertent release of the egg collector would not have resulted in the subsequent helicopter ground collision without an additional failure/malfunction or mishandling. Therefore, the pilot almost certainly released the sling person, consistent with their stated procedure in the event of an engine failure or malfunction in the vicinity of trees.
Due to a lack of recorded data or recollection from the pilot, an assessment could not be made of the height and speed of the helicopter when the engine stopped or the egg collector was released. The trees between where the helicopter probably took off and the vicinity of the accident site were between 12–15 m tall, with taller trees up to 18 m tall closer to the crocodile nest site. The pilot’s reported procedure was to remain within about 5 m above the vegetation and therefore, if following their stated practice, the egg collector was likely about 20 m above the ground when the power loss occurred. Considering the length of the sling line, that would have positioned the helicopter about 50 m (164 ft) above the ground.
To estimate the height from which the egg collector was released, their injuries were assessed by a forensic pathologist using survivability research into falls from heights. Based on the injuries sustained, the pathologist assessed that the egg collector likely fell from at least 5 m above the ground. Additional research reviewed by the ATSB that considered how specific injuries varied with height indicated a likelihood that the egg collector was released from above 9 m, from which most falls are fatal.
Based on the pilot’s reported normal practice to minimise height and speed while slinging, the helicopter was likely operating within the ‘avoid’ area of the helicopter’s height-velocity graph. In that area, the combination of height and airspeed was such that a pilot may have been unable to complete an autorotation landing without damage. This was consistent with the low rotor energy and crushing of the fuselage evident in the damage sustained by VH-IDW.
The helicopter’s vertical descent through at least the last 8 m (24 ft), which was the height of the tree that the main rotor blade struck 3 times, was consistent with an attempt to avoid the obstacles ahead (due to densely growing tall trees) relative to the direction of travel.
Helibrook safety management
Helibrook had introduced a CASA-accepted safety management system (SMS) in conjunction with CASA’s approval of the Helibrook chief pilot. This included purchase of a third‑party produced SMS manual and assigning the operations manager to also perform the safety manager role. The SMS manual stated that through the SMS, Helibrook would identify hazards and risks, with the goals of minimising risk, maintaining the health of stakeholders, and continually improving safety.
An assessment of the operator’s SMS following the accident quickly identified that in the 2 years since its approval, Helibrook had not implemented the system described in the SMS manual. Time or resources had not been allocated to safety management tasks, and the safety manager’s priority had been to fulfill their other role as operations manager. There was no evidence of a maturing safety culture, in which effective hazard identification enabled actions to proactively manage risks and prevent accidents. No formal, documented risk assessment had been conducted for any of Helibrook’s approved activities, including human external cargo (HEC) operations. As an operator conducting a specialised high-risk activity, application of the SMS would have assisted the identification of hazards and risk controls to reduce the risk of harm to operating crew.
CASA’s approval to conduct HEC operations required the pilot and egg collector to assess that the risk of heat illness and crocodile attack outweighed the risks of slinging. A structured risk process would have provided a means for this assessment to be made as well as identifying occasions when slinging was unacceptably risky. The same process should also have identified mitigations to reduce the:
likelihood of an emergency event occurring, such as:
good maintenance practices and adherence to operating limitations to ensure ongoing helicopter airworthiness
ensuring that required pilot briefing and training in HEC operations were conducted, including fuel management
consequences of an in-flight emergency, such as height and speed limits for carrying the sling person, and fitting the helicopter with an emergency locator transmitter.
In not using their SMS, Helibrook did not identify the risks associated with conducting human external cargo operations, particularly the carriage of the egg collectors at non‑survivable fall heights, and ensure they were adequately managed.
The Civil Aviation Safety Authority’s approval process
Approval process
Picking up and carrying a person outside a helicopter was not permitted without specific authorisation. CASA could only grant such an authorisation, if doing so would be unlikely to have an adverse effect on safety. To ensure safety was preserved, CASA could impose conditions set out in an authorisation instrument.
Guidance was available for the administrative side of processing a request for an authorisation. However, there were no guidance or tools for conducting the safety assessment to determine whether an authorisation and its conditions assured the preservation of safety. Flight operations considerations for approving an aerial work activity were detailed in the Air Operator’s Certificate (AOC) Handbook, but this did not include the management of risk. The AOC handbook also contained safety management and risk assessment guidance for assessing an AOC holder's SMS, but the CASA delegates contacted by the ATSB as part of this investigation did not consider this relevant to the instrument approval process.
The first approval instrument to conduct HEC operations for the purpose of crocodile egg collection was reported to have been issued in 2007, and subsequently reissued generally on an annual basis. CASA was unable to locate records of instruments issued before 2010, any assessment as to whether the authorisation was likely to adversely affect safety, or how the imposed conditions mitigated the risks. The first instrument obtained by the ATSB was for 2010 and listed 20 conditions. These included a requirement that hooks were fitted to the helicopter under an appropriate design approval and limitations to the height, speed and distance the sling person could be carried.
The CASA delegates who issued authorisation instruments for R44 HEC for crocodile egg collection from 2013–2021 incorrectly assumed a risk assessment had been performed when the first instrument was issued. The delegates also assumed previous approvals meant that the risks of HEC operations had been assessed as acceptable by CASA, and that the conditions included in the instrument mitigated the risks. However, none of the delegates had sighted a risk assessment for the activity, nor did they conduct one, including when changing or removing instrument conditions. Additionally, although the instrument only permitted operators to conduct HEC if there was an overall safety advantage in reducing the risk of crocodile attack and heat illness, CASA did not ensure that the operators had a process for assessing the relative risks.
In the absence of a formal risk assessment process, delegates based their approval of the activity and the imposed conditions on the advice of CASA flight operations and airworthiness inspectors, and a reasonableness test. Additionally, delegates considered the instruments were reissues of an existing approval even when removing or amending conditions. Therefore, if there were no changes to procedures and no accidents, they assessed that there was no reason not to issue an authorisation, as the level of safety was considered not to have changed.
A draft HEC in piston engine rotorcraft risk management plan (RMP) using a CASA general aviation template was prepared by CASA Flight Standards Branch personnel and presented to CASA executive in 2013. The RMP and associated template was a formal risk assessment tool. The RMP assessed that HEC operations in single engine piston (R44) and turbine helicopters was an unacceptable risk without mitigations to improve helicopter reliability, and speed, height and duration limitations for carrying the HEC.
The RMP formed the basis of CASA’s proposed standard to cease issuing approvals for HEC with the R44 and to require a single engine turbine helicopter with a usage monitoring system. This was due to the associated higher risk of in-flight power loss and additional failure modes of an R44. The turbine engine requirement aligned with US and European regulations and was to be included as an amendment to Civil Aviation Order 29.6. That amendment was abandoned in 2016, due to planned implementation in 2018 of the same ruleset incorporated in Civil Aviation Safety Regulations Part 138. However, regulatory change took longer than anticipated, and Part 138 was implemented in December 2021. None of the delegates involved in approving instruments after 2013 reported having seen the RMP.
As the instrument conditions were described as risk mitigations, a formal risk assessment would have enabled delegates to quantify the change in overall risk associated with changes to, or removal of, conditions. Without a formal risk management process, CASA delegates were unable to show in a structured way that an authorisation did not adversely affect safety or that the conditions included in an authorisation were sufficient to achieve the required level of safety.
Influence on human external cargo risks
Once the hooks met the required certification standard, failure of the hooks was extremely improbable. As a result, CASA approved amendments to the rotorcraft flight manual supplement associated with the dual hooks. These included the removal of limits for the height and distance a sling person could be carried and an increase of the maximum slinging speed to 60 kt. However, this did not consider circumstances that could result in release of the sling person, other than failure of the hooks.
CASA delegates then removed the HEC limitations from CASA’s instrument conditions. It is unclear why these conditions were removed. However, as a formal risk assessment was not performed it was not identified that there were other failure conditions likely to result in release of the sling person and that the removal of height and speed limits for carrying the sling person significantly increased the overall risk.
Falls from greater than 5 m above the ground are more likely to result in a fatality. CASA’s removal of those limitations meant that an operator could both operate within an authorisation instrument’s conditions and permit an avoidable fatal outcome for a sling person in the event of an emergency release, such as occurred during this accident.
Continued unmitigated operational risk
As CASA delegates had not formally assessed the operational risk of using an R44 helicopter they continued to approve R44 HEC for crocodile egg collection without assurance that aviation safety was preserved. Although CASA’s RMP assessed that a single turbine engine helicopter with a usage monitoring system had a higher reliability and less likelihood of engine failure than an R44 helicopter, it did not consider or compare the hazard of fuel exhaustion.
Having formally assessed the risks for the RMP in 2013, the following year, CASA Flight Standards Branch personnel engaged with operators who conducted HEC for crocodile egg collection and advised of CASA’s intent to require a turbine helicopter with a usage monitoring system for improved helicopter reliability. CASA personnel then drafted the relevant legislation and engaged with the industry before it was finalised. Although operators had been notified and engaged during the rulemaking process, shortly prior to commencement of the regulations in 2021, a CASA delegate issued Helibrook with a 3-year instrument approving continued use of an R44 helicopter for human slinging operations. This resulted in continuation of what CASA had assessed as an unacceptable ongoing risk.
There was insufficient data available of helicopter fuel exhaustion accidents to indicate an increased risk in piston engine helicopters compared with turbine engine helicopters. There was also insufficient evidence from which to assess the difference in outcome between an autorotation in a single engine turbine helicopter and in an R44. Single engine turbine helicopters, with a higher inertia rotor than the R44, may provide more opportunity to place the sling person on the ground, as occurred in a Bell 407 accident in the US in 2022, and reduce the consequences for the pilot in an autorotative landing. However, operating in any helicopter's height-velocity avoid area does not ensure a safe landing can be made.
Without adequate height and speed limitations to protect the sling person, there is no evidence that the use of a single turbine engine helicopter would have altered the outcome in this accident.
Engine defects
The low compression in one cylinder and valve clearances out of service limits increased the likelihood that the engine's maximum power output was reduced. Although the engine was derated, to counter the reduction in performance at higher density altitudes, the defects increased the risk of having insufficient performance for the helicopter to hover out of ground effect, essential to conduct slinging operations.
The higher-than normal fuel flow for slinging operations was unlikely to have affected the pilot’s assessment of fuel endurance. This was because the pilot had conducted slinging in VH-IDW the day prior to the accident and the fuel flow would unlikely have changed since then. The in-flight photo taken on the accident morning showed the helicopter operating above the manifold pressure limit at the time, which may have been symptomatic of reduced engine performance.
The approval to conduct HEC operations required that the engine was capable of making maximum rated power and able to hover out of ground effect 3,000 ft above the ground. Poor engine condition increased the likelihood of insufficient power available to conduct safe slinging operations and of an in-flight failure. However, there was no evidence of any failure or condition that would have suddenly stopped or significantly reduced engine power.
Helicopter hours overrun
Accurate recording of time in service is required to ensure helicopter components are inspected, overhauled or replaced within life limits. Exceeding the life limits increases the probability of component failure and renders the helicopter unairworthy.
VH-IDW was to be maintained in accordance with the airframe and engine manufacturers’ maintenance schedule, which required a periodic inspection every 100 hours or 12 months, whichever occurred sooner, and was subject to overhaul at 2,200 hours or 12 years, whichever occurred first. Based on a review of VH-IDW’s maintenance releases, at the periodic inspections, the helicopter’s hour meter matched the time in service recorded on the maintenance release.
Based on the hour meter reading at the accident site, VH-IDW had about 192 hours until overhaul. The ATSB found the hour meter connected, but one of the 2 connections was only finger tight, consistent with having been connected by hand. Additionally, the hour meter had almost certainly been disconnected for periods, resulting in under-recording of the hours in operation. Based on a comparison of the hours recorded on VH-IDW’s maintenance releases with hours recorded in spreadsheets and on the pilot’s phone, it was likely the helicopter had been overrunning the 100-hour maintenance intervals and had exceeded its overhaul life. This was also supported by a CASA airworthiness inspector’s review of maintenance records, which identified the engine-driven fuel pump being replaced at decreasing recorded hourly intervals, as VH-IDW approached its end of overhaul life and while being operated by Helibrook.
In-use hours for the hooks were independent from total helicopter hours but were also not being recorded. Additionally, one hook was overdue for overhaul based on calendar time and the hooks had not been maintained as required, but there was no evidence these had failed.
Although overrunning maintenance, inspection and overhaul periods increased the likelihood of component failure, there was no evidence of an engine, airframe or hook component failure that resulted in the engine stoppage, helicopter accident or increased severity of injuries or damage. Despite that, while operating in the height-velocity avoid area, a successful autorotation was not guaranteed. Therefore, high reliability of the helicopter and systems was necessary to mitigate the risks to the pilot and the sling person. In stopping the hour meter and exceeding maintenance, inspection and overhaul limits, the operator increased the likelihood of a catastrophic component failure of the helicopter. This posed an unnecessary increase in risk for the pilot and particularly sling crew conducting HEC operations.
Cocaine metabolites
Cocaine is an illicit drug and can have deleterious effects on pilot performance. Possible effects include risk-taking, inattentiveness and poor impulse control. Although the pilot reported that they did not use cocaine, very low levels of cocaine metabolites were found in the pilot’s toxicology results.
On the basis that the metabolites indicate exposure to cocaine, the detected levels indicated the pilot had not been exposed to cocaine within the previous 24 hours and may not have been affected by cocaine on the accident day. There was insufficient evidence to enable an assessment of whether the drug contributed to the development of the accident. However, the indication of exposure to cocaine is highlighted, as the effects of cocaine and post-cocaine exposure clearly increase risk to aviation activities. The post-cocaine exposure effects can include fatigue, depression and inattention.
Emergency locator transmitter
The helicopter's emergency locator transmitter was not mounted and did not activate in the accident impact. Although the actual time of the accident could not be established, there is a high likelihood that it was a significant time before the helicopter was located. Therefore, had the emergency locator transmitter been fitted and activated on impact, emergency medical care may have arrived sooner.
Immediate notification to rescue medical services can have a significant effect on the outcome for occupants of a serious aircraft accident. Although prompt medical attention would not have altered the outcome for the egg collector, the pilot’s condition likely worsened over time since the accident. The actions of the individual to search for VH‑IDW and alert emergency services contributed to the pilot’s survival, but more timely initiation of medical assistance would have reduced the risks of exacerbating the pilot’s injuries and deterioration of their condition.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’. In addition ‘other findings’ may be included to provide important information about topics other than safety factors.
Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
At the time this report was published there were ongoing police investigations concerning the status of evidence at the accident site. Acknowledging this, the following findings are made with respect to the collision with terrain involving Robinson R44 II, VH-IDW, at King River, Northern Territory, on 28 February 2022 on the evidence obtained by the ATSB.
Contributing factors
Following likely not refuelling at Mount Borradaile, the pilot did not identify the reducing fuel state before the helicopter engine stopped, probably due to fuel exhaustion.
During the autorotation, the pilot released the egg collector above a likely survivable height, resulting in their fatal injuries.
The pilot continued the autorotation to the ground but there was insufficient main rotor energy to cushion the landing, resulting in serious injuries to the pilot and substantial damage to the helicopter.
Helibrook’s approved safety management system was not being used to systematically identify and manage operational hazards. As a result, risks associated with conducting human external cargo operations such as carriage of the egg collector above a survivable fall height were not adequately addressed. (Safety issue)
The Civil Aviation Safety Authority (CASA) did not have an effective process for assuring an authorisation would be unlikely to have an adverse effect on safety. As a result, CASA delegates did not use the available structured risk management process to identify and assess the risks, ensure appropriate and adequate mitigations were included as conditions of the approval, or assess the effects of changes on the overall risk. (Safety issue)
CASA's lack of effective process for assuring an authorisation would be unlikely to have an adverse effect on safety resulted in the removal of height, speed, and exposure limits, which permitted carriage of the egg collector above a survivable fall height.
The following factors were considered important to include in the report for the purpose of increasing awareness and enhancing safety, but there was insufficient evidence to show they contributed to the accident or severity of the consequences, or to another contributing safety factor.
Other factors that increased risk
CASA's lack of effective process for assuring an authorisation would not have an adverse effect on safety resulted in the continued operation of piston engine helicopters for human sling operations without adequate mitigations and the issue of a 3-year instrument to Helibrook shortly prior to the commencement of improved regulations, which would require a turbine engine helicopter for human slinging operations.
Several engine defects were present at the time of the accident. Although there was no defect likely to result in sudden power loss, these factors likely affected the engine maximum power output and fuel consumption.
Helibrook had likely overrun the helicopter's maintenance, inspection and overhaul periods, which increased the likelihood of the helicopter experiencing a technical failure or malfunction.
The presence of cocaine metabolites in the pilot’s blood sample indicated the pilot had been exposed to cocaine within the previous few days, increasing the likelihood of fatigue, depression and inattention.
The helicopter's emergency locator transmitter had been removed from its mount prior to the accident. Therefore, it could not activate automatically, which likely delayed the emergency response.
Safety issues and actions
Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.
Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the aviation industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.
All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.
Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.
Safety issue description: The Civil Aviation Safety Authority (CASA) did not have an effective process for assuring an authorisation would be unlikely to have an adverse effect on safety. As a result, CASA delegates did not use the available structured risk management process to identify and assess the risks, ensure appropriate and adequate mitigations were included as conditions of the approval, or assess the effects of changes on the overall risk.
Safety issue description: Helibrook’s approved safety management system was not being used to systematically identify and manage operational hazards. As a result, risks associated with conducting human external cargo operations such as carriage of the egg collector above a survivable fall height were not adequately addressed.
Glossary
AC
Advisory circular
AEB
Airworthiness and Engineering Branch
AMSA
Australian Maritime Safety Authority
AOC
Air Operator’s Certificate
AWB
Airworthiness bulletin
BHP
Brake horsepower
BQRS
Back-up quick release system
CAO
Civil Aviation Order
CAR
Civil Aviation Regulations
CASA
Civil Aviation Safety Authority
CASR
Civil Aviation Safety Regulations
CST
Central Standard Time
DAMP
Drug and alcohol management plan
DAS
Director of Aviation Safety
DOI
(US) Department of the Interior
EASA
European Union Aviation Safety Agency
ELT
Emergency locator transmitter
EMI
Electromagnetic interference
EO
Engineering order
EPIRB
Emergency position indicating radio beacon
FAA
(US) Federal Aviation Administration
FAR
(US) Federal Aviation Regulations
FCU
Fuel control unit
FMEA
Failure modes and effects analysis
FPRV
Fuel pressure relief valve
HAAMC
Head of aircraft airworthiness and maintenance control
HEC
Human external cargo
HF
High frequency
H/V
Height-velocity
IAS
Indicated airspeed
ICAO
International Civil Aviation Organization
KIAS
Knots indicated airspeed
LL
Low lead
MOS
Manual of standards
MR
Maintenance release
NT
Northern Territory
NTSB
(US) National Transportation Safety Board
POH
Pilot’s operating handbook
PQRS
Primary quick release system
RFMS
Rotorcraft flight manual supplement
RHC
Robinson Helicopter Company
RMP
Risk management plan
RPM
Revolutions per minute
SMS
Safety management system
SN
Safety Notice
SOP
Standard operating procedure
SPO
Specialised operation
STC
Supplemental type certificate
SWMS
Safe work method statement
TBO
Time between overhaul
UHF
Ultra high frequency
US
United States
USG
US gallons
VHF
Very high frequency
WHNT
Wild Harvest Northern Territory
Sources and submissions
Sources of information
The sources of information during the investigation included the:
pilot of the accident flight
other pilots who conducted flights for the operator
other crews conducting egg collecting
helicopter maintainer
helicopter operator and chief pilot
Northern Territory Police Fire and Emergency Service
Abder-Rhman, H., Jaber, M.S., & Al-Sabaileh, S.S. (2018). Injuries sustained in falling fatalities in relation to different distances of falls. Journal of Forensic and Legal Medicine 54:69-73.
Couper, F.J. and Logan, B.K. (2014 revision). Drugs and Human Performance Facts Sheets. Technical Report DOT HS 809 725, National Highway Traffic Safety Administration (NHTSA), Washington DC.
Department of Defence, Defence Science and Technology Group (2022). Fuel analysis for ATSB Investigation AO-2022-009 involving Robinson R44, VH-IDW. DSTG-CR-2022-0060.
Department of the Interior (2010). Helicopter short-haul handbook. US DOI 351 DM 1
European Union Aviation Safety Agency (n.d) Safety culture, EU-South East Asia Aviation Partnership Project (EU-SEA APP), EASA.
Federal Aviation Administration (2014). Advisory Circular 27-1B, accessed 4 June 2023.
Federal Aviation Administration (2013). Emergency procedures training,www.FAAsafety.gov, accessed 21 December 2022.
Federal Aviation Administration (2019). Helicopter Flying Handbook. FAA-H-8083-21B
Icer, M., Guloglu, C., Orak, M., Ustundag, M. (2013). Factors affecting mortality caused by falls from height. Ulus Travma Acil Cerr Derg, November 2103, 19(6):529-535 doi:10.5505/tjtes.2013.77535
Isenschmid, D.S. (2002), Cocaine – Effects on human performance and behavior. Forensic Science Review, 14:61; 2002.
Liu, C.-C., Wang, C.-Y., Shih, H.-C., Wen, Y.-S., Wu, J.-K., Huang, C.-I., . . . Huang, M.-S. (2009). Prognostic factors for mortality following falls from height. Injury – International Journal of the Care of the Injured, 40, 595-597.
Nau, C., Leiblein, M., Verboket, R.D., Hörauf, J.A., Sturm, R., & Marzi, I. (2021). Falls from Great Heights: Risk to Sustain Severe Thoracic and Pelvic Injuries Increases with Height of the Fall. Journal of Clinical Medicine, 10(2307):1-9. doi:https://doi.org/10.3390/jcm10112307
Papdimitriou-Olivgeris, M., Panteli, E., Koutsileou, K., Boulovana, M., Zotou, A., Marangos, M., Fligou, F. (2021). Predictors of mortality of trauma patients admitted to the ICU: a retrospective observational study. Brazilian Journal of Anesthesiology. 71:23-30.
Reason, J., 1998. Achieving a safe culture: theory and practice. Work & Stress, 12(3), pp. 293-306.
Shehab, R.L., Schlegel, R.E., and Palmerton, D.A., (1998). A human factors perspective on human external loads, The university of Oklahoma and FAA Civil Aeromedical Institute. Federal Aviation Administration. DOT/FAA/AM-98/13
Snyder, R.G. (1963). Human survivability of extreme impacts in free-fall. Civil Aeromedical Research Institute, Aeromedical Research Division. Oklahoma City: Federal Aviation Administration.
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
pilot of VH-IDW
helicopter operator
helicopter maintainer
helicopter manufacturer
helicopter engine manufacturer
Civil Aviation Safety Authority
United States National Transportation Safety Board
Wild Harvest Northern Territory
emergency responders
other people involved in the egg collection operation
various subject matter experts.
Submissions were received from:
pilot of VH-IDW
helicopter operator
helicopter maintainer
helicopter manufacturer
Civil Aviation Safety Authority
Wild Harvest Northern Territory
emergency responders
other people involved in the egg collection operation
various subject matter experts.
The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.
Appendices
Appendix A – Fuel analysis
Initial fuel analysis
The ATSB drained the remaining fuel from VH-IDW after it was relocated to a hangar in Darwin. The observed blue colour of the fuel was consistent with 100 low-lead (LL) fuel. The fuel was stored in an unsealed container overnight resulting in some evaporation. The remaining 235 mL of fuel was sent to Intertek for testing to determine the fuel type. The initial tests requested were for fuel density and aromatics as these are key distinguishing properties between fuel types.
The density of the VH-IDW sample was 729.1 kg/m3 and contained 11.8 % v/v aromatics, see column 4 in Table 5.
The ATSB then obtained the invoices, fuel release notes and certificates of quality for the 100/130 Avgas fuel drums delivered to Mount Borradaile and the 2 most recent (prior to the accident day) batches of 100 LL Avgas delivered to the storage tank at Helibrook’s Noonamah base. In a submission provided following review of the ATSB draft report, Helibrook advised that VH‑IDW had been filled the night before the accident from its base at Sweets Lagoon, which also had 100 LL fuel. Fuel receipts showed 100 LL Avgas with batch density 718.3 kg/m3.
The fuel batch delivered in the drums to Mount Borradaile was green, had a density of 693.7 kg/m3 and 0.7% v/v aromatics, see column 3 in Table 5. The 100 LL fuel delivered to the Noonamah tank was blue, had a density of 715.4 and aromatics of about 15%, based on certificates of quality of recent fuel batches delivered to Darwin Port, see column 2 in Table 5.
The ATSB arranged for samples to be taken from 4 WHNT drums at Mount Borradaile, including the 2 identified as the drums used to refuel the R44 helicopters on the accident day. The first drum rolled out on the day was reportedly not full and its density was slightly higher than the batch testing as shown in column 5 of Table 5. The second drum closely matched the delivered batch results.
The initial comparison between the VH-IDW sample and 100 LL fuel indicated that the sample was consistent with partially evaporated 100 LL fuel. However, it was postulated that the reduction in aromatics could also result from a mixing of 100 LL and 100/130 fuel.
To determine whether the VH-IDW sample contained a proportion of 100/130 fuel, or any other fuel type, the ATSB liaised with 2 fuel experts – one from Viva energy, involved in the supply of the 100 LL Avgas, and the other in distribution of the 100/130 Avgas. The Viva expert suggested the ATSB request a distillation of the VH-IDW sample. The distillation process separates the sample into its component hydrocarbons. The sample would be heated then put into a distillation column where different products boil off at different temperatures. However, insufficient fuel remained from the VH-IDW sample to conduct that test. As an alternative, the Viva expert recommended conducting a simulated distillation, which only uses a very small quantity of fuel.
Intertek conducted the simulated distillation, which involved using a method for crude oil, with the results shown in column 4 of Table 5. The final boiling point obtained for the VH-IDW sample was significantly higher than the values stated in the certificates of quality for the batches of 100 LL and 100/130 fuels, and that obtained by using the normal fuel distillation method on the Mount Borradaile sample, all shown in row 9 of Table 5.
Table 5: Initial fuel test results
Tested property
100 LL delivered batch
100/130 delivered batch
VH-IDW sample
Mount Borradaile sample 4
Density @15 °C kg/m3
715.4
693.7
729.1
704.5
Aromatics %v/v
Est. 15%
0.7
11.8
N/A
Colour
blue
green
blue
green
Distillation Initial boiling point °C
38
36
58*
43
Distillation 10% °C
72
54
99*
85
Distillation 50% °C
102
102
112*
105
Distillation 90% °C
112
112
124*
113
Distillation final boiling point °C
139
131
188
130
Tetraethyl lead g-Pb/L
0.39
0.732
Inconsistent**
N/A
* Distillation for VH-IDW was done with incorrect method (used for crude oils not Avgas)
** Different TEL g-Pb/L values were obtained with 3 separate tests
The ATSB again consulted the Viva expert to understand the implications of the high final boiling point. They advised that, among other fuels, Jet A1 (kerosene) and unleaded car petrol have higher final boiling points than Avgas. This prompted further testing to determine whether the VH‑IDW sample was contaminated with another fuel type.
The Viva expert then liaised with Intertek on the ATSB’s behalf to conduct a gas chromatography test to analyse the hydrocarbons and compare the VH-IDW sample with Jet A1, unleaded petrol and 100 LL Avgas. They advised that the chromatogram of VH-IDW showed no traces of Jet A1, or unleaded petrol, but was consistent with partial evaporation of 100 LL Avgas. While this ruled out contamination with an unsuitable fuel type, it did not enable a determination of whether the VH‑IDW sample contained a significant proportion of 100/130 fuel.
As the lead content of 100/130 fuel is nearly twice that of the 100 LL, the Viva expert recommended that ATSB request Intertek conduct testing of the tetraethyl lead (TEL) content of the VH-IDW sample. The first test of the VH-IDW sample resulted in a value (1.370 g-Pb/L) which exceeded the test method upper limit of detection of > 1.3 g-Pb/L. Consequently, the ATSB requested Intertek retest the sample. Intertek conducted 2 subsequent tests of the VH-IDW sample and obtained values of 0.969 and 0.558 g-Pb/L.
Intertek was unsure why the results were inconsistent, and their final report stated they were unable to report a value due to the lack of a consistent result. Additionally, Intertek advised the ATSB that following the third TEL test, the colour of the VH-IDW fuel sample unexpectedly turned from blue to yellow-green. The ATSB then engaged the Defence Science and Technology Group (DSTG) for independent expert advice and provided all remaining fuel samples to DSTG.
The Viva expert’s assessment of the test results was that the VH-IDW sample was consistent with 100 LL Avgas that had undergone significant evaporation of the lighter boiling components. They assessed that there was no kerosene or road grade petrol in the sample. Based on the colour, prior to the sample turning yellow-green, they assessed that there was no more than 5% v/v of 100/130 fuel in the VH-IDW sample.
Defence Science and Technology Group analysis
Gas chromatography with mass spectrometry
DSTG conducted gas chromatography with mass spectrometry (GC-MS) analysis of the VH-IDW fuel and samples of blue 100 LL and green 100/130 Avgas fuel. The 3 resulting GC-MS traces were overlaid on each other for comparison. This showed that the VH‑IDW sample was missing, or had a very low concentration of, low boiling point compounds, consistent with evaporation. The DSTG report referenced a study performed by Canada’s Environmental agency, which found that a 33% evaporation of Avgas 100 LL resulted in a density change from 714.3 to 725.8 kg/m3 (CETC, 2022). Additionally, evaporation skews results such as distillation profile, TEL and total aromatics content. The evaporation skewed the trace for VH‑IDW towards the heavier side, exaggerating those peaks, including the peak for TEL. Tetraethyl lead was readily identified by DSTG using GC-MS, which showed a high concentration that could be attributed to evaporation and/or residual elements in the fuel tank.
The VH-IDW trace was more consistent with 100 LL than 100/130 fuel, although some extremely low concentrations overlapped with 100/130. This suggested that remnant fuel from previous days may have been detected in the GC-MS analysis. A comparison of the VH-IDW sample with the Mount Borradaile drum sample showed distinct differences in the GC-MC traces, and the VH-IDW sample had a significant number of peaks found only in 100 LL Avgas.
Ultraviolet-visible spectroscopy
The VH-IDW sample was blue when drained from the fuel bladder by the ATSB and when it arrived at Intertek. Following testing for TEL at Intertek, it turned a yellow-green colour. On arrival at DSTG, they described the VH-IDW sample as visually a deeper yellow-green than the 100/130 Avgas sample from Mount Borradaile and lacked the blue that was observed by ATSB investigators. DSTG therefore conducted ultraviolet-visible (UV-Vis) spectroscopy to compare VH‑IDW sample with 100 LL and 100/130 Avgas and, if possible, determine the source of the colour change.
Dyes were isolated using solid phase extraction and evaporated then dissolved in heptane prior to analysis. The UV-Vis spectra of the VH-IDW sample found blue dyes common to the Avgas 100 LL and 100/130 (batch and Mount Borradaile) samples. However, the VH-IDW sample did not contain a yellow dye found in the 100/130 samples. The absence of the yellow dye indicated 100/130 Avgas was not present in the VH-IDW sample at any significant concentration. DSTG subsequently assessed that there was likely less than 1% of 100/130 fuel in the VH-IDW sample.
The compounds contributing to the yellow-green colour were not in 100 LL or 100/130 Avgas and were not attributed to an approved yellow Avgas fuel dye. Further analysis to determine the likely source of the colour was ongoing at the time of the publication of this report.
Findings
The DSTG report found that the VH-IDW sample was consistent with Avgas 100 LL that had partially evaporated. The GC-MS trace of the VH-IDW sample significantly overlapped with the 100 LL sample. The UV-Vis spectra absorptions of the VH-IDW sample closely matched the dye for 100 LL Avgas. The 100/130 levels in the VH-IDW sample were assessed as trace volumes, subsequently approximated at less than 1% of otherwise 100 LL fuel. This was evidence that there was no refuelling of VH-IDW with 100/130 prior to the accident.
There was no evidence of Opal, premium 98 petrol, diesel or Jet A-1 fuel in the VH-IDW sample. The distillation method used by Intertek, although undertaken due to the small available volume of fuel, was for crude oil and not valid for other fuels. Consequently, the resultant high final boiling point was consistent with an incorrect test method rather than an accurate representation of the distillation profile.
At the time of writing, the nature of the colour contamination that occurred at Intertek was still under investigation.
Appendix B – CASA operational group risk matrix (2013)
Appendix C – HEC height, speed and distance/time conditions 2010–2021
Year
Height
Speed
Distance/time
2010-2013
The person is not lifted to a height of greater than 5 metres above the ground or obstacles
The aircraft is not flown at a ground speed greater than walking pace when the person is carried under the helicopter
The maximum distance the person is carried under the helicopter is 500 metres for each pick up
2014-2015
The person is not lifted to a height of greater than 5 metres above the ground or water. To remove doubt, this instrument does not permit lifting of a person to a height greater than 5 metres above an obstacle. The height restriction is in reference to the ground or water in all instances
The aircraft is to be flown at speed that is consider by the pilot in command to be a safe speed, taking into consideration the prevailing wind direction, wind speed, and aircraft performance when the person is carried under the helicopter. Minimisation of injury to the person in the event of hook release (whether planned or inadvertent release) must be considered in the context of the total forward speed of the person over the ground
The maximum distance the person is carried under the helicopter is 500 metres for each pick up
2016
The person is only to be lifted to a height above the ground or water that enables the person and aircraft to safely traverse over natural obstacles. In all other instances, the person is not to be lifted more than 5 metres above the ground or water. Minimisation of injury to the person in the event of hook release (whether planned or inadvertent release) must be considered in the context of the height the aircraft is operated above the ground or water at any particular time
The aircraft is to be flown at speed that is consider by the pilot in command to be a safe speed, taking into consideration the prevailing wind direction, wind speed, and aircraft performance when the person is carried under the helicopter. Minimisation of injury to the person in the event of hook release (whether planned or inadvertent release) must be considered in the context of the total forward speed of the person over the ground
The person is only to be carried for the minimum distance and time required in order to safely conduct the activity, taking the possible effects of suspension trauma on the person into consideration. To avoid any ambiguity, the intent of this condition is that the person is not to be carried for the purpose of positioning flights over landing sites where it would be possible to conduct the safe donning or removal of the person from the strop used to carry the person
2017-2021
N/A
The aircraft is to be flown at a speed that is considered by the pilot in command to be a safe speed, taking into consideration the prevailing wind direction, wind speed, and aircraft performance when the person is carried under the helicopter
The person is only to be carried for the minimum distance and time required in order to safely conduct the activity, taking the possible effects of suspension trauma on the person into consideration. To avoid any ambiguity, the intent of this condition is that the person is not to be carried for the purpose of positioning flights over landing sites where it would be possible to conduct the safe donning or removal of the person from the strop used to carry the person
This instrument is subject to the condition that the pilot in command and the operator must each ensure that:
1. The flying operations for the purpose of the activity are only done so utilising the Robinson Helicopter Company R44 helicopter type and only where the person and pilot in command both determine there is an overall safety advantage to the operation by reducing the risk of crocodile attack and heat exhaustion to the person; and
2. Persons other than crew members essential to the activity are not carried; and
3. Life jackets are worn by all crew members for all flights where the takeoff, positioning flights or approach path is so disposed that, in the event of a mishap occurring during operations, it is reasonably possible that the aircraft would be forced to land onto water; and
4. The pilot in command and the person have successfully completed a course of training for the activity promulgated in the operator’s operations manual which includes not less than 1 hour of actual flight time and 1 hour of ground instructional time; and
5. All crew, including the person being slung, have been inducted into the operator’s organisation, and have been included in the operator’s Drug and Alcohol Management Plan requirements; and
6. No pilot shall undertake the activity unless he or she has a minimum of 100 hours experience in helicopter external sling load operations; and
7. Only one person is carried below the aircraft at any one time; and
8. The chief pilot has personally authorised the flight program for the day associated with operations under this instrument; and
9. A thorough preflight briefing specifically related to each flight is conducted by the pilot in command to all personnel associated with the particular flight and is to include actions to be taken by crew members during possible emergencies encountered during the activity. The briefing is to be in accordance with, but not limited to, the activity briefing procedures promulgated in the operator’s operations manual; and
10. The pilot in command has continuous and clear radio communications with the person throughout the activity; and
11. The aircraft is to be flown at a speed that is considered by the pilot in command to be a safe speed, taking into consideration the prevailing wind direction, wind speed, and aircraft performance when the person is carried under the helicopter; and
12. Wind conditions, including wind gusts, for the area of proposed operation, must not exceed 15 knots; and
13. Operations not to be conducted within 5 kilometres of thunderstorm activity or observed lightning strikes. Should thunderstorm activity or lightning strikes be observed, activities under this instrument are to be terminated as soon as safely possible; and
14. The person is only to be carried for the minimum distance and time required in order to safely conduct the activity, taking the possible effects of suspension trauma on the person into consideration. To avoid any ambiguity, the intent of this condition is that the person is not to be carried for the purpose of positioning flights over landing sites where it would be possible to conduct the safe donning or removal of the person from the strop used to carry the person; and
15. The person wears a helmet that meets the Australian standard appropriate to the risks encountered during the activity; and
16. The person must wear an Australian Standard harness (designed for lifting a person) connecting them to the strop at all times during flight to and from the crocodile egg collection site. The person may be released from the strop during the actual process of crocodile egg collection; and
17. The person carries a readily accessible harness knife capable of cutting the lifting strop or harness in an emergency; and
18. All legislative requirements pertaining to the conduct of sling load operations are complied with; and
19. All normal and emergency equipment utilised for the conduct of the activity are serviceable; and
20. The helicopter carries a portable satellite phone with all crew members trained in its use; and
21. The person carries, and is trained to activate, a portable emergency location transmitter; and
22. Prior to the approval of CASA STC SVR 541, the aircraft must have been modified in accordance with, and remain compliant with, Engineering Order (EO) TDE5106-04-R2, dated 12/12/17 or later approved revision.
23. When CASA STC SVR 541 is approved, all aircraft previously certified to the EO will be shown to be compliant with and certified to the STC within fourteen (14) days of the STC being approved, after which time aircraft certified only to the EO may no longer undertake this work. Further aircraft to be used after the STC approval date will only be certified in accordance with the STC; and
24. Aircraft approved under EO TDE5106-04-R2 or later approved revision are to have the HEC Lines and harnesses installed and maintained in accordance with the EO approved data; and
25. Aircraft approved under STC SVR 541 are to have the HEC Lines and harnesses installed and maintained in accordance with the STC approved data; and
26. Other hook down equipment, such as collection basket/cages, helmets and other things will be determined by the Operator as being fit for purpose and meeting any required workplace or industrial standard; and
27. Aircraft operated under the EO TDE5106-04-R2 or later approved revision, are to be operated in accordance with an approved aircraft flight manual supplement R5106-101-R2 or later approved revision which details normal and emergency procedures associated with the activity; and
28. Aircraft operated under STC SVR 541 are to be operated in accordance with an approved aircraft flight manual supplement R5106-25-R9 or later approved revision which details normal and emergency procedures associated with the activity; and
29. The daily inspection schedule for each aircraft utilised for the activity incorporates detailed requirements for the inspection of any component, part or system utilised as part of human sling load operations; and
30. Prior to the commencement of the activity each day, the pilot in command has verified the aircraft engine is producing normal rated power output, and that no defects are evident which could lead to power reduction during those operations; and
31. Only persons employed or contracted for the purposes of the activity are carried. To avoid any ambiguity, this instrument does not permit persons who have provided consideration of any nature to any party to conduct egg collection activities or to be slung from the aircraft involved in such activities; and
32. The person must be provided with a copy of this instrument and must be made aware, in writing, that the hook system is not certified for human use; and
33. The operator and the pilot in command must comply with all applicable instructions relating to the activity contained within the operator’s operations manual. The operator must not, without the prior written consent of CASA, revise any part of its operations manual relating to the authorisation and permission given under this instrument.
Any breach of the conditions of this instrument will result in the instrument being immediately cancelled by CASA.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1] Long lines are lightweight, high‑strength, low‑stretch ropes used for carrying loads underneath a helicopter.
[2] Refuelling conducted while the engine(s) are operating and the rotors are turning.
[3] OzRunways is an electronic flight bag application that provides navigation, weather, area briefings and other flight information. It provides the option for live flight tracking by transmitting the device’s position and altitude.
[4] Loss of coordination of the muscles, especially of the extremities (Macquarie Dictionary).
[5] Safe work method statement (SWMS): a document that sets out high risk activities, the hazards associated with the activities and measures required to be in place to control the risks to an acceptable level.
[6] Normal category rotorcraft have a maximum take-off weight (MTOW) up to 3,175 kg and up to 9 passenger seats.
[7] Collective: a primary helicopter flight control that simultaneously affects the pitch of all blades of a lifting rotor. Collective input is the main control for vertical velocity.
[8] Manoeuvring with low fuel levels can result in fuel flowing away from the fuel tank outlet, or port, to the engine. This disrupts the engine fuel supply, resulting in power fluctuations and/or engine stoppage.
[9] Cyclic: a primary helicopter flight control that is similar to an aircraft control column. Cyclic input tilts the main rotor disc, varying the attitude of the helicopter and hence the lateral direction.
[10] A supplemental type certificate (STC) is a type certificate (TC) issued when an applicant has received regulatory approval to modify an aeronautical product from its original design. The STC, which incorporates by reference the related TC, approves not only the modification but also how that modification affects the original design.
[11] The primary hook could be used for non-human cargo lifting operations and, as such, could accrue more operational hours than the secondary hook (required for HEC operations).
[12] QNH: the altimeter barometric pressure subscale setting used to indicate the height above mean sea level.
[13] The altitude in the International Standard Atmosphere at which a given air density is found.
[14] B nut - threaded sleeve nut that provides clamping force to ensure an effective/good seal to fuel, air and oil lines.
[15] Due to engine installation orientation, the engine right magneto is located on the left side of the helicopter. Further, the engine right magneto contains a second set of points that provided a signal to the governor and engine tachometer.
[16] The lead content of 100/130 is about 0.732 g Pb/L and the lead content of 100 LL fuel is approximately 0.38 g Pb/L.
[17] Out of ground effect: helicopters require less power to hover when in ‘ground effect’ than when out of ‘ground effect’ due to the cushioning effect created by the main rotor downwash striking the ground. The height of ‘ground effect’ is usually defined as more than one main rotor diameter above the surface.
[18] The Pilot’s Operating Handbook (POH) incorporates the US Federal Aviation Administration-approved Rotorcraft Flight Manual.
[19] Autorotation is a condition of descending flight where, following engine failure or deliberate disengagement, the rotor blades are driven solely by aerodynamic forces resulting from rate of descent airflow through the rotor. The rate of descent is determined mainly by airspeed.
[20] This was CASR 11.055 (1)(d) in 2010 and CASR 11.055 (1A)(e) in 2013, but the wording is the same in both.
[21] Equivalent level of safety means an alternative action taken provides a level of safety equal to that provided by the requirements for which equivalency is being sought.
[22] The parachute landing fall is used to spread the forces of impact across various parts of the body to reduce the risk of injury. The landing position is with the knees slightly bent and feet together. The feet and toes contact the ground first, followed by a sideways roll onto the legs and torso then the back.
[23] A Failure Modes and Effects Analysis is a systematic method of identifying the failure modes and the failure outcome. The assessment may be quantitative or qualitative.
[24] Part 138 MOS definition: Class D external load means a load that is a person, carried external to the rotorcraft, by a rotorcraft in an external load operation.
[26] Transport Safety Investigation Regulation 2.4 (2)(e) and (2)(f)(i) specified that these occurrences were required to be reported if they occurred when the aircraft was boarded for flight and it involved the use of any procedure for overcoming an emergency or resulted in difficulty controlling the aircraft.
[27] Haemopneumothorax is the condition of having air and blood in the chest cavity.
[28] Subarachnoid haemorrhage is bleeding in the space that surrounds the brain.
Updates
Updated 31/10/2023: The ATSB is in receipt of directly involved parties’ submissions with their comments on the draft report, including information on any safety actions they have taken. As such the investigation is now in the ‘final report: approval’ phase, where the submissions are being assessed and the report is being prepared for final review and approval for public release by the ATSB Commission. Once approved by the Commission, the final report will be prepared for publication and dissemination. Public release is currently anticipated by the end of November.
Updated 04/10/2023:The ATSB has agreed to a brief further extension of the period afforded to directly involved parties to review and provide comment on the ATSB’s draft final report.
The ATSB will provide an update on timing for the public release of the report by the middle of October once all submissions from directly involved parties have been reviewed. The ATSB does not anticipate providing any further extensions to the involved parties review process.
The ATSB provides draft reports to directly involved parties to allow them to check the report’s factual accuracy and to ensure natural justice.
Updated 05/09/2023:Following receipt of the draft report as part of the ‘final report: external review’ phase, some extensions to the 14 day review period have been provided.
Given the complexity of this systemic-level investigation, the ATSB has agreed to extension requests commensurate with the interests of the involved parties.
An update on timing for the publication of the report will be provided at the end of September when the ATSB will have had an opportunity to review submissions.
Updated 28/08/2023: The ATSB’s investigation into the collision with terrain involving Robinson R44, VH-IDW, King River, Northern Territory, on 28 February 2022, is now in the ‘final report: external review’ phase.
After the draft final report was reviewed by ATSB management, the ATSB Commission approved providing the draft report to directly involved parties (DIPs) to allow them to check the report’s factual accuracy and to ensure natural justice.
DIPs are individuals or organisations who possess direct knowledge of the circumstances surrounding the accident.
The draft report was provided to DIPs under Section 26(1)(a) of the Transport Safety Investigation Act 2003. Under Section 26, the report may only be copied and disclosed for the purpose of taking safety action or providing comment to the ATSB. Anyone who receives a copy for these purposes is also bound by the confidentiality requirements.
Disclosure of the draft report in any other circumstance may constitute a criminal offence.
ATSB draft reports may contain information that is subject to change as a result of internal and external review and consideration of further evidence. In its draft form, copying or disclosing the report may unjustly affect reputations. This in turn could potentially impede and discourage the crucial, future free flow of safety information to the ATSB.
Directly involved parties have been provided 14 days to provide any comments on the draft report and to present evidence in support of their comments.
Any submissions from directly involved parties will then be reviewed and, where considered appropriate, the text of the report will be amended accordingly.
The report will then be reviewed by ATSB management before approval by the ATSB Commission for public release.
Once approved, the final report will be prepared for publication and dissemination and released to DIPs prior to its public release.
This preliminary report details factual information established in the investigation’s early evidence collection phase and has been prepared to provide timely information to the industry and public. Preliminary reports contain no analysis or findings, which will be detailed in the investigation’s final report. The information contained in this preliminary report is released in accordance with section 25 of the Transport Safety Investigation Act 2003.
The occurrence
On 28 February 2022, the crew of three Robinson R44 helicopters were preparing to conduct crocodile egg collection in Arnhem Land, Northern Territory. The egg collection was conducted under contract to Wildlife Harvesting (Northern Territory).
Each helicopter had two crewmembers – one nominated pilot in command and one egg collector. Two of the helicopters were operating under a Civil Aviation Safety Authority Instrument. The instrument authorised the pilot in command to operate with a person outside the aircraft in a harness system attached to the helicopter for the purpose of collecting crocodile eggs. The authorisation was subject to a number of conditions, which included fitment of equipment under an Engineering Order or a Supplemental Type Certificate and an associated flight manual supplement.
The two helicopters used for sling operations were fitted with dual external cargo hooks, which attached to rings on a 100 ft long line. This enabled the egg collector (‘sling person’) to be slung 100 ft below the helicopter to access the nests. The line could be released by the pilot via a quick release system for the cargo hooks. The cargo hooks were fitted with primary and back-up dual quick release systems, to reduce the likelihood of inadvertent pilot activation and provide redundancy in case of failure. One of those two helicopters was an R44 Raven II, registered VH-IDW, operated by Helibrook Pty Ltd. The third helicopter was primarily to be used for transporting eggs, although both its pilot and collector also collected eggs on foot and wore a harness so they could be slung under either of the other two helicopters as needed.
At about 0703 Central Standard Time,[1] the three helicopters departed from Noonamah, for a 90-minute flight to a site where fuel drums had been pre-positioned en route to the collect sites. Fuel was available at Noonamah and the drum site, however, there were no accurate records of fuel uplift for VH-IDW.
The helicopters departed from the drum site at about 0830 and tracked to the King River staging area, where the crews prepared to commence egg collection operations (Figure 1). Recorded OzRunways[2] data for two of the helicopters recorded their arrival at the staging area at 0850. The pilot and sling person of VH‑IDW planned to start the egg collection from a nest located close to the staging area. At about 0900, the other two helicopters departed the staging area for their crew to commence collecting eggs about 12 km to the north-east. Data recorded for the egg collection showed that the crew of those two helicopters collected eggs from nine nests between 0911 and 1014.
By 1014, the four crewmembers operating to the north-east became concerned that they had not heard any radio communications from the crew of VH-IDW since departing the staging area. As a result, one of the pilots elected to return to the area they expected VH-IDW to be operating in. At 1036, the pilot located the wreckage of VH-IDW and landed near the accident site (Figure 1). They found the helicopter substantially damaged having collided with trees and terrain. The sling person was deceased, and the pilot had sustained serious injuries. After providing reassurance to the pilot of VH-IDW, the other pilot returned to their helicopter and took off briefly to get mobile reception and call for assistance. A Careflight helicopter arrived on site at about 1230 and airlifted the pilot to Maningrida, where they were transferred to an aeroplane and flown to Darwin.
The location of the accident was in the vicinity of the first target nest for egg collection by the crew of VH-IDW. No eggs had been collected, indicating that the accident probably occurred about 90 minutes before it was found. A handheld emergency position indicating radio beacon and the helicopter’s emergency locator transmitter, which was not mounted in the installed airframe rack or armed in case of emergency, were subsequently found in helicopter. Neither was activated to alert rescue personnel at the time of the accident.
Figure 1: Accident area including King River, staging area, accident site and the approximate tracks of the other two helicopters
Source: Google earth overlaid with positions obtained from OzRunways and collection data
Context
Site and wreckage
The accident site was located in a paperbark swamp approximately 300 m from the staging area. Preliminary analysis of the site indicated that the accident sequence had occurred in a north‑westerly direction. The sling person was found approximately 40 m prior to the main wreckage. The long line attachment rings were not connected to the helicopter cargo hooks. Although the pilot reported that they had been wearing the 4‑point seat restraint, the pilot had egressed the helicopter and lay beside it.
The helicopter’s main rotor blade had struck and cut through the trunk of at least one tree at multiple points before the helicopter collided with terrain upright, facing north-east (Figure 2). The helicopter’s skids had splayed and fractured, and the base of the pilot’s seat had crushed as designed to absorb impact forces.
Figure 2: VH-IDW accident site
Source: Careflight
Initial assessment indicated that the engine was stopped when the helicopter collided with the ground. There was no visible damage to the tail rotor blades and continuity of the drive system and flight controls was established.
The two fuel bladder tanks were intact despite breaches of the surrounding metal tanks and there was no fire. However, the fuel system was compromised in the accident, and it was possible fuel escaped into the creek that flowed beneath the wreckage. After initial assessment, the helicopter wreckage was retrieved from the site. ATSB investigators subsequently drained about 250 ml of blue fuel from the main tank’s bladder.
Engine examination
The engine and associated components were taken to CASA-authorised maintenance facilities for examination under supervision of the ATSB. The examinations did not identify defects of the engine likely to result in engine stoppage.
Pilot qualifications and experience
The pilot held a Class 1 Medical Certificate, a Commercial Pilot Licence (helicopter) and a low-level helicopter rating. At the time of the accident, the pilot had a total aeronautical experience of about 2,500 hours.
Weather
The weather recorded at 0900 at the two nearest Bureau of Meteorology weather stations was:
Warruwi (Goulburn Island) 30 km north of the accident site: west-north-westerly wind at 13 km/hr, QNH 1009.6 hPa, temperature 28.8 °C.
Maningrida 90 km east of the accident site: westerly wind at 6 km/hr, QNH 1009.1, temperature 27.5 °C.
At sea level QNH 1009 hPa and 28 °C, the density altitude is 1,680 ft.
Further investigation
The investigation is continuing and will include review and examination of:
electronic components retrieved from the accident site
fuel system components
refuelling practices
fuel quality
maintenance records
operational documentation
regulations
survivability aspects.
Should a critical safety issue be identified during the course of the investigation, the ATSB will immediately notify relevant parties so appropriate and timely safety action can be taken.
A final report will be released at the conclusion of the investigation.
Acknowledgements
The ATSB would like to acknowledge the assistance of Careflight, the Northern Territory Police and Nautilus Aviation.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
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On 27 February 2022, south-east Queensland and the Port of Brisbane were in the grip of a significant weather and flooding event that exceeded the initial forecasts. The Brisbane River was in flood and a persistent ebb flow, with the downriver current increasing as rain continued to fall and large volumes of water continued to enter the river. The oil products tanker, CSC Friendship, was berthed at the Ampol products wharf in the river and had completed loading of about 32,000 tonnes of petroleum products bound for other Australian ports.
At about 2250 local time, the downriver current was flowing at 4.5 knots when CSC Friendship’s mooring arrangement capability was exceeded. Mooring lines parted, winch brakes slipped, and the ship surged down the wharf. Despite the efforts of the ship’s crew, including release of the outboard anchor and the swift attendance of 2 tugs, the ship broke away from the wharf. The current swept the ship across the channel and it grounded 400 m downstream, on the opposite side of the river.
At about 0105 on 28 February, following a request by the Brisbane vessel traffic service, a port pilot boarded the ship to assist recovery. The ship remained fast aground until it refloated at 0500. During the subsequent recovery, with 3 tugs assisting, an attempt was made to retrieve the anchor. Heaving in the anchor led to the ship veering across the channel and grounding on the other side of the channel, downstream of the wharf and close to Clara Rock, a charted hazard. The anchor was then slipped, and the ship manoeuvred clear of Clara Rock. Subsequently, the pilot safely conducted the ship downriver into Moreton Bay, where it anchored.
What the ATSB found
The ATSB found that the deteriorating conditions exceeded those initially forecast but that the associated increased safety risk to shipping and the port was foreseeable. The Bureau of Meteorology had issued numerous warnings of the impending event spanning the greater Brisbane River catchment area from 21 February, which provided sufficient information to identify and assess the increased likelihood of a breakaway. The current in the river exceeded operational limits for both the berth and the ship’s mooring arrangements for more than 14 hours prior to the breakaway.
The investigation identified that Maritime Safety Queensland (MSQ) did not have structured or formalised risk or emergency management processes or procedures. Consequently, MSQ was unable to adequately assess and respond to the risk posed by the river conditions and current to ensure the safety of berthed ships, port infrastructure or the environment.
The ATSB also identified that Poseidon Sea Pilots (PSP), the port’s pilotage provider, did not have procedures to manage predictable risks associated with increased river flow or pilotage operations outside normal conditions. This, in part, resulted in PSP not considering risks due to the increased river flow properly and not taking an active role until after the breakaway.
It was also found that Ampol, the wharf operator, had not considered the risk to the ship or the wharf due to increased river flow.
What has been done as a result
Maritime Safety Queensland made significant changes to operations and systems in response to this incident and flood event. The changes included:
policy and procedural updates including:
emergency and contingency planning and response, including developing a port flood evacuation guideline and extreme weather aids
revisions to contingency plans and the port procedures manual
adoption of the Australian Warning System for marine weather events
capital improvements, including:
installation of 3 additional current meters in the river
provision of public access to real-time port weather information, including current meters
involvement with multiple investigations and analyses of the incident, river conditions, port operations (mooring studies, ship manoeuvring) and contingency planning
engaging with multiple port stakeholders, facility owners and other parties to better improve collaborative planning for and response to extreme weather events including river flood
establishing a distinct management role to lead a dedicated Maritime Emergency Management team to support the Incident Controller in managing an incident.
Further, MSQ required pilots to complete simulator training for manoeuvring ships in high water current conditions.
Poseidon Sea Pilots (PSP) has taken various safety actions, which included collaborating with MSQ to develop emergency evacuation procedures to respond to increased river flow and document them in its pilotage operations safety management system (POSMS). In addition, PSP provided input for changes to MSQ’s standard port procedures.
Other action by PSP included developing emergency evacuation procedures with MSQ using its bridge/ship simulator and documenting several such procedures for berths, including the Ampol products wharf, in its POSMS. All its pilots are now required to undertake at least one emergency evacuation procedure in the simulator as part of continuous professional development.
The POSMS was amended to include an ‘extreme weather event’ section to provide general information and guidance and all pilots were provided MSQ’s Brisbane port evacuation guidelines. An emergency response procedure introduced to the POSMS describes aspects of emergency management and states that MSQ’s regional harbour master will manage port emergencies with PSP’s support.
Ampol advised the ATSB that it had conducted an incident investigation and an analysis of mooring arrangements and limitations for ships berthed at the products wharf in increased current speed. Based upon this study, Ampol developed a Product Wharf Safe Operating Envelope document which specified wharf operational limits and response actions for varying wind and river speeds.
The ATSB assessed the safety action taken by all parties in response to the identified safety issues. This assessment indicated that the action taken by MSQ, while significant, did not fully address the issue with respect to its risk management processes or procedures to manage any type of emergency. Therefore, the ATSB has issued a recommendation to MSQ to take further safety action.
Safety message
As this breakaway illustrates, port infrastructure and associated shipping can be exposed to dynamic hazards, which include the inherent uncertainty of weather forecasts. The safe management of such situations requires clearly defined emergency and risk management arrangements which include an accurate assessment of all the available information by the involved parties with a willingness to err on the side of safety where doubt exists.
The emergency response process can be significantly aided by a structured process to present the relevant information in a usable format to those tasked with assessing and responding. Then, as the risk increases, coordinated and timely decisions can be made using established processes, including trigger points, priority lists, and escalation and contingency plans and procedures for an effective response to the emergency.
Summary video
The occurrence
Weather event
Significant rain in south-east Queensland during February 2022 resulted in the Bureau of Meteorology (BoM) issuing an initial flood watch on 22 February for possible minor to major flooding in catchments (areas where water collects), including the upper and lower Brisbane River. The following day an initial minor flood warning was issued for rivers upstream of Somerset and Wivenhoe dams (in the upper Brisbane River catchment). The warning indicated that the weather system was likely to produce areas of heavy to intense rainfall and thunderstorms over south-east Queensland. The BoM also advised that, as catchments were already wet, this additional significant rainfall was likely to quickly result in surface run‑off.
As the weather system approached south-east Queensland and the Port of Brisbane, awareness of the situation increased, and local and district emergency management agencies were put on alert. The regional harbour master (RHM)[1] for the Port of Brisbane, having assessed the situation at that time, concluded that the weather event would likely affect an area north of Brisbane and the port.
On 24 February, debris was observed in the Brisbane River. The pilot manager of Brisbane’s port pilotage service provider, Poseidon Sea Pilots (PSP), was concerned that the river flow could affect shipping movements in the river and reported raising this with the RHM but believed that movements were still feasible at that time.
Early on 25 February, BoM started issuing moderate, and then major, flood warnings for the upper Brisbane River (above Wivenhoe Dam). At 1635 local time, BoM issued the initial (minor) flood warning for the lower Brisbane River[2] advising of possible flooding over the following days (weekend). Agencies across south-east Queensland increased their levels of readiness during the course of the day and multiple warnings and notices were promulgated to prepare for the unfolding situation. From about 1700, the river current (recorded in the port at the 2F beacon)[3] became a continuous downriver flow regardless of whether the predicted tide was flooding or ebbing at the river mouth.[4]
CSC Friendship
When the continuous downriver flow commenced, the 185 m oil tanker CSC Friendship (cover) was berthed head-down[5] alongside the Ampol[6] Lytton Products wharf in the river (Figure 1) to load diesel and gasoline cargoes. Loading had started at 2000 on 25 February and was expected to be completed early on 27 February, with the ship due to sail at about 0500 that day on the flooding tide.
At about 2230 on 25 February, Brisbane vessel traffic service (VTS) notified relevant port stakeholders via email and radio (VHF channel 12) that BoM had issued a ‘severe thunderstorm’ warning with very dangerous thunderstorms and intense rainfall expected in the area, including the port.
Figure 1: CSC Friendship’s location at the Ampol products wharf
Vertical chart gridlines are at one minute of latitude. Source: Australian Hydrographic Office, annotated by the ATSB
At about 0615 on 26 February, a minor flood level was reached in the river at Brisbane City. At about 0800, the RHM consulted the manager vessel traffic services (MVTS) and the Maritime Safety Queensland (MSQ) duty area manager to further assess the situation. Shortly thereafter, at 0830, the RHM issued the first MSQ situation report in relation to the weather event.
At that time, the port was open and there were ship movements in and out of Fisherman Islands berths. MSQ advised all concerned port stakeholders of disruptions to port operations and the shipping schedule, especially above Pelican Banks (river berths). All berthed ships were advised to check their mooring lines and put out additional lines. Additionally, 3 harbour tugs were placed on standby and available for immediate deployment.
Meanwhile, CSC Friendship’s cargo loading progressed and the ‘Ampol marine movements specialist’[7] (Ampol marine specialist) arranged for the ship’s departure, including booking a pilot and tugs for its scheduled sailing time.
At 1157 on 26 February, MSQ advised the Ampol marine specialist that the port was likely to close due to the deteriorating conditions. As the port’s closure would prevent CSC Friendship departing and disrupt Ampol’s fuel supply services to other Australian ports, the Ampol marine specialist decided to change the loading plan of the ship so it could depart earlier. The departure time tidal windows would need to be after high water to minimise the ebb flow with the ship berthed head‑down. The first tidal window was around the high tide at about 1800 that day and a request was made to depart at that time.
As ship movements were being affected by the fast-flowing ebb current in the river, the RHM consulted the pilot manager who visually checked the current and advised that it was about 4 knots.Subsequently, the pilot manager, together with another experienced pilot, considered the risks of moving CSC Friendship. Their considerations were largely based on MSQ’s standard procedures, which prohibited ship departures from the Ampol products wharf during an ebb flow. They concluded that, in the prevailing ebb flow and considering the proximity of Clara Rock to the wharf (about 300 m downstream, see Figure 1), moving the ship presented a greater risk than leaving it there. Additionally, both assessed that the debris in the river did not allow safe ship movements. The 1800 departure was therefore cancelled and, over the following hours, other departure time requests were also declined by VTS.
At 1508 on 26 February, BoM issued a moderate flood warning for Brisbane, expected on the morning high tide on 27 February. At about 1750, the river level in Brisbane City was above the minor flood level, and remained above this level until 2 March (Figure 5).
Heavy rainfall continued over the region and BoM issued numerous weather and flood warnings as conditions in the river continued to deteriorate. Port operations were increasingly disrupted, including due to the limited availability of pilots, tug crews and line handlers as the floods affected land transport. All ships were advised to lower an anchor (outboard) to the seabed in addition to taking extra mooring precautions.
At about 1600 that day, the container ship S Santiago broke away from its berth at Fisherman Islands when its mooring lines parted as another container ship was being berthed ahead and upstream of it. S Santiago was resecured alongside its berth at 1630 with tug assistance. At the time, the ship’s master stated that a 20–25 knot wind had pushed the stern away from the wharf resulting in several mooring lines parting.
At 2020, CSC Friendship completed loading (25,000 t of diesel oil and 7,000 t of gasoline) and the ship’s crew went about preparations for departure.
Late on 26 February, after an oil tanker berthed at Fisherman Islands, all shipping movements in the port were suspended at the direction of the RHM.
At 0400 on 27 February the planned release of water from Wivenhoe Dam commenced, with that flow expected to take more than 24 hours to reach the port. Then, at about 0515, the Brisbane River passed the moderate flood level in the city. It remained above this level until after 1300 on 1 March.
At 0600, the Ampol marine specialist boarded CSC Friendship and confirmed that the ship was ready for departure. VTS advised the marine specialist that the port was closed and departure would be rescheduled to a later date. At 0700, all ships in the port were directed to have their main engines on standby (for immediate use).
BoM continued to issue flood and gale force wind warnings for south-east Queensland throughout 27 February. Other authorities, including MSQ, also issued alerts and warnings for their areas of responsibility. At 1813, BoM issued a major flood warning for the Brisbane River.
Breakaway and grounding
At about 2250 on 27 February, the crew of CSC Friendship felt a sudden surge through the ship. A short time later, the centre aft stern line, secured on bitts,[8] parted. This increased the load on the 13 remaining mooring lines. In response, the crew quickly mustered, powered up the ship’s mooring winches, and prepared to bring the ship’s main engine online.
The ship’s mooring winch brakes slipped[9] under the increased load and the ship picked up momentum and surged downstream along the berth. One forward spring line, 2 aft spring lines and an aft breast line parted a short time later. The ship continued to move downstream, causing the gangway to strike the ‘marine loading arm’ (oil transfer arm or boom) before falling away from the ship’s side onto the wharf.
The ship came to rest about 90 m further down the berth with the aft one third of it resting on the wharf pads and secured only by the 9 remaining mooring lines.
At 2254, the master contacted VTS and requested permission to let go the port anchor. Following receipt of permission, the anchor was released with 4 shackles[10] of chain on deck. At 2258, the master again called VTS and urgently requested tug assistance and by 2311 had engaged astern propulsion.
Meanwhile, at about 2300, Brisbane VTS requested the attendance of 2 tugs, which arrived about 12 minutes later and immediately made fast lines: centre lead forward and aft on the port quarter. However, due to the strong river current, the tugs had minimal effect moving the ship and the master called VTS and requested an additional tug to assist. The master was informed that the extra tug would take 30 minutes to get underway. Concurrently, VTS asked for a pilot to urgently attend the ship at the wharf to return it back alongside (as the port was closed, no pilots had been assigned for any movements).
About 0028 on 28 February, with the 2 tugs unable to hold the ship alongside, the remaining mooring lines paid out and CSC Friendship broke free of the berth. The ship was swept downstream by the fast-flowing river, across the channel and grounded east of Clara Rock beacon at Lytton Rocks Reach (Figure 2). A short time later, the additional tug, arrived.
Figure 2: CSC Friendship aground at Lytton Rocks Reach with tug in attendance
Source: Svitzer
Subsequent groundings
About 0105, the pilot arrived by launch and boarded the grounded ship via the ship’s pilot ladder. The pilot quickly established the ship was aground with its port quarter on the bank, bow slightly in the channel and head down river. The pilot estimated the river current was 5 to 6 knots from astern and that it was effectively pushing the ship onto the bank. Further, the port anchor had 6 shackles of chain paid out. The chain had fouled over the ship’s bulbous bow and was leading astern on the starboard side, and back towards the wharf.
The pilot conducted a briefing with the masters of the ship and the assisting tugs. Then, at about 0150, the pilot attempted to free the ship using a combination of 2 tugs pulling the ship’s stern to starboard, heaving on the anchor, and running the main engine astern. By 0210 it became evident that the ship had not moved and remained aground at Lytton Rocks Reach (Figure 3, top right). In response, the pilot stopped the engine and stood down the tugs with one directed to remain on station. The other tugs returned to the tug base to manage crew fatigue prior to returning at high tide.
Figure 3: CSC Friendship’s position (red) at key times
Source: Australian Hydrographic Office, annotated by the ATSB
At 0500, while it was still dark, the pilot estimated the ebb current flow had decreased to roughly 3 or 4 knots and requested the tugs to make fast to the ship to attempt another move. The port anchor remained a concern for the pilot and, after discussion with the master (who was consulting the ship’s managers ashore), the pilot agreed to the request to retrieve the anchor without compromising the re-floating attempt. Ten minutes later, the pilot instructed both tugs aft to lift off using full power and move out to starboard to bring the ship’s stern towards the channel.
The stern of the ship immediately started to move into the channel and the pilot instructed the master to heave in the anchor. The attempt to weigh anchor caused the bow of the ship to swing sharply to starboard and the stern to swing back to port. This resulted in the ship grounding again along its port quarter.
The pilot asked the master to walk back the anchor,[11] resulting in the ship’s stern quickly moving clear of the bank and across the channel current such that the current was pushing on the port quarter. The pilot then asked the master to heave in the anchor, which resulted in the ship’s bow again swinging to starboard towards Clara Rock. The pilot ordered the ship’s main engine full astern to gather sternway against the current and thus clear Clara Rock and assist heaving in the anchor.
The bow’s movement continued, and the pilot then ordered the ship’s crew to stop weighing anchor and ordered the tug forward to pull at full power to stop the bow swinging to starboard. The bow was successfully checked. However, because the current was now fully impacting the ship’s port quarter, the stern sheered rapidly to starboard, towards the wharf, and the starboard quarter grounded (Figure 3, bottom left).
Removal to anchorage
The pilot decided to cease any further attempts to retrieve the anchor and instructed the crew to release the bitter end and let the anchor go.[12] The pilot then ordered hard starboard, and full ahead while the 2 aft tugs pulled full to port. The ship came free of the bank on the starboard side of the channel and quickly moved towards Lytton Rocks Reach, clearing Clara Rock (Figure 3, bottom right). As the ship gathered headway, the pilot used the rudder to control the ship’s movement and a short time later instructed the forward tug to lay flat[13] and both aft tugs to stream dead astern.
Once clear of Pelican Banks Reach and into the Fisherman Islands swing basin, the pilot released 2 tugs, retaining one tug on the centre lead aft until clear of the entrance beacons. CSC Friendship was subsequently anchored at the ship-to-ship transfer anchorage at about 0645.
No injuries or pollution resulted from the grounding.
Ship inspections
On 28 February, the Australian Maritime Safety Authority (AMSA) detained CSC Friendship as unseaworthy pending various investigations, inspections and until necessary repairs had been completed.
Internal and external hull inspections, including an underwater survey, were carried out while the ship was at anchor. The inspections confirmed shell plate damage, including buckling and medium to heavy abrasion of the hull. However, no hull penetration or cracking of plate or welds was found. The propeller had impact damage on 3 of its 4 blades and the rudder was dented and abraded to its lower parts. Although the steering gear was in working order, a rudder angle of only 25° to port could be achieved (designed maximum angle was 35°).
CSC Friendship’s classification society, China Classification Society (CCS), imposed a condition of class on the ship permitting a single voyage to discharge cargo and transit directly to dry dock for repair.
Once AMSA was satisfied with the actions taken and precautions in place, it conditionally released the ship on 4 March. On 9 March, CSC Friendship departed Brisbane bound for Port Botany, New South Wales to discharge cargo and then onto China for repairs in dry dock.
Context
CSC Friendship
CSC Friendship was a Hong Kong-registered, medium range (MR)[14] oil tanker (products) built at the Jinling Shipyard in Nanjing, China, in 2008. The ship was 185 m long with a beam of 32.2 m and had a deadweight capacity of 45,800 t. At the time of the incident, it was loaded with more than 32,000 t of flammable oil products and had a draught of 10.0 m forward and 10.1 m aft. The ship was owned by Fu Ning Marine, managed by Nanjing Tanker Corporation and classed with the China Classification Society (CCS).
CSC Friendship had a crew of 25 Chinese nationals, including the master, all suitably qualified for their positions held on board. The master had joined the ship for the first time as master in April 2021. The working language on board was Mandarin, with English being the language for bridge communications whenever the ship was in port.
Mooring arrangement
At the time of the breakaway, CSC Friendship was secured with 14 polypropylene mooring ropes – 3 head and stern lines, 2 breast lines forward and aft and 2 spring lines forward and aft, or 3-2-2 forward and aft (Figure 4). Each mooring rope had a minimum breaking load of about 51 t and the ship’s maintenance records indicated they were in good condition. Of the 14 ropes, 12 were run onto drum winches and held by a manual brake set to slip at about 31 t. The ship was therefore optimally secured at the wharf for a tanker of its size, utilising adequate ship and shore mooring equipment to meet industry standards.
Figure 4: CSC Friendship’s mooring arrangements
Source: Australian Hydrographic Office, Google Earth, MSQ, CSC Friendship, annotated by the ATSB
The pilot
The pilot who attended CSC Friendship after its breakaway was a very experienced ship-handler. The pilot had first obtained a master class 1 qualification in 1997, sailed as master in offshore and survey ships before starting as a pilot in the port of Melbourne in 2002. After more than 19 years in Melbourne, the pilot relocated to Brisbane about 6 months before the incident. They then trained and qualified as a licensed (unrestricted) Brisbane pilot and were involved in preparations for PSP’s provision of pilotage services for Brisbane from 2022.
Port of Brisbane
The Port of Brisbane is located at the mouth of the Brisbane River and is Queensland's largest general cargo port with 30 berths. Port throughput in 2021/22 exceeded 32 million tonnes. Imports included:
crude and refined oil products
fertilisers
chemicals
motor vehicles
cement clinker and gypsum
paper and building products
machinery.
Exports included:
coal
refined petroleum products
grain and woodchips
mineral sand
scrap metal
tallow
live cattle
beef and dairy products
timber.
The Brisbane port limits encompass a significant area of Moreton Bay and extend to the northern end of the bay with about 45 miles[15] from the pilot boarding ground to river entrance beacons. The Brisbane regional harbour master’s (RHM) area of responsibility extends beyond the port limits to include areas of other commercial and recreational activities, including Moreton Bay, the Brisbane River upstream of the port and the coastal sea area to about 45 miles further north of the port limits.
The port was privatised in 2010 and, under a 99-year lease from the Queensland Government, is managed and developed by the Port of Brisbane (PBPL).[16] Collectively, the RHM and the PBPL have responsibility for managing the safe and efficient operation of the port.
While very dependent upon the circumstances at the time, such as number and type of ships in the river and the location of their berths, advice from MSQ and the pilotage provider was that the river, upstream of Pelican Banks, could be safely evacuated of shipping in 6 to 12 hours.
Ampol Lytton Products Wharf
The Ampol refinery is one of 2 oil refineries in Australia. The refinery commenced operations in 1965 and, at the time of the incident, processed in excess of 13,000 tonnes of crude oil each day into refined products such as automotive fuel, diesel and jet fuel. These refined products were vital for fuel supplies to multiple markets in Queensland and across Australia and interruptions to the supply chain could adversely affect communities countrywide. The refinery site included Brisbane River access via the Ampol Lytton Products Wharf (Ampol products wharf).
The Ampol products wharf is located in the narrowest part of the Brisbane River, 6.6 miles upstream of the river entrance beacons, adjacent to the Lytton Refinery. It was wholly owned and operated by Ampol Lytton Refineries (Qld). Maritime Safety Queensland (MSQ), through the RHM, had jurisdiction over all shipping within the Port of Brisbane pilotage area, including arrivals and departures at the Ampol products wharf.
The Ampol Lytton Refinery safety management system included several emergency response procedures related to operations at the Ampol products wharf. The plans and procedures outlined facility preparation and response to emergencies, internal and external, which could affect the facility and its operations. This included the outline of the emergency management organisation, incident scenarios and emergency response. The procedures considered risks at the Ampol products wharf, including fire and oil spill, but did not detail ship related plans or actions. In the case of natural external risk events the incident management team was to assess the risk to shipping and wharves as required. River current or wharf or mooring loads were not considered.
Ampol had completed several studies, reports and assessments of the wharf and berth when assessing its condition, operating parameters and for redesign or upgrade. The studies assessed mooring loads based upon river water speed to a maximum of 2.5 knots as prescribed by the RHM.[17] These studies resulted in guidance and plans for berth capacity, operational limits including surge and passing ships and optimal mooring arrangements.
In addition to the berth mooring arrangements, the industry standard OCIMF[18] mooring equipment guidelines required that shipboard mooring capabilities withstand 3 knots of current from ahead or astern in combination with winds up to 60 knots from any direction.
Part of the Ampol marine specialist’s role was to ensure continued and smooth shipping of product from the refinery and that ships using the berth met or exceeded terminal requirements. Requisites included that the Intertanko[19] chartering questionnaire[20] was completed. This questionnaire required details of mooring arrangements and capabilities, including mooring rope specifications, winch specifications (including brake capacity) and fixed mooring arrangement capacities. CSC Friendship’s master provided Ampol a mooring plan to meet the mooring arrangement requirements for its Brisbane port call.
Brisbane River
The Brisbane River basin drains a catchment of about 13,560 km2 (to the mouth of the river). The river system includes 2 water storage and flood mitigation dams—Somerset Dam on an upstream tributary, which drains to Wivenhoe Dam on the Brisbane River proper. About half of the catchment is above Wivenhoe Dam which is situated about 150 km from the mouth of the river. Seqwater[21] estimates indicated that water released from Wivenhoe Dam would take about 30 hours to reach the port of Brisbane.
The Brisbane River has an extensive documented history of floods, with records dating back to the early exploration of the river by John Oxley in 1824.[22] Flood records for Brisbane City extend back to the 1840s and highlight the range and frequency of flood events that have occurred since official records began.
Seqwater identified Moggill, 72 km from the river mouth (about 14 hours water travel time to the port), as a key location for the assessment of downstream flooding, through Brisbane City and the port. About 93% of the Brisbane River catchment is above Moggill.
The Bureau of Meteorology (BoM) publicly available advice was that, for the lower Brisbane River catchment, downstream of Wivenhoe Dam:[23]
Major flooding requires a large-scale rainfall situation over the Brisbane River catchment…(and)…average catchment rainfalls in excess of 200-300 mm in 48 hours, may result in…the possibility of moderate to major flooding…throughout the Brisbane River catchment.
Flooding in the Brisbane City area can also be caused by local creeks…(and) during intense rainfalls, the suburban creeks rise very quickly and can cause significant flooding of streets and houses.
Average (metropolitan creek) catchment rainfalls in excess of 100 mm in 6-12 hours may result in…major flooding…
2022 flood event
The 2022 rainfall and flooding were the result of a series of slow-moving low-pressure systems that fed a large volume of warm moist air from the Coral and Tasman Seas into eastern Australia. At the time, after 2 years of regularly wet conditions, the rain fell on catchments that were already wet, water storages and river levels were high, and catchments quickly became saturated.[24]
From 21 February BoM forecast heavy rainfall for south-east Queensland, with intense rainfall recorded in areas to the north of Brisbane from 22 February. From the morning of 23 February, flood warnings were issued for rivers in the Brisbane River catchment, upstream of the storage dams. Over the following days, flood warnings were issued for multiple south-east Queensland waterways and at 1635 on 25 February the initial minor flood warning was issued for the lower Brisbane River, at Brisbane City. At this time, there were also major flood warnings for other rivers and creeks higher in the catchment.
Records showed that in the 72 hours to 0900 on 25 February, the average rainfall across the lower Brisbane River catchment was about 110 mm (Table 1). The initial BoM minor flood warning for the lower Brisbane River noted that:
In the past 24 hours widespread rainfall has occurred across the lower Brisbane River and tributaries, with totals of 70-230 mm observed. Additional areas of heavy rainfall are forecast for the remainder of Friday (25 February) and into Saturday (26 February), which may lead to further rapid river level rises across the lower Brisbane River catchment.
Minor flooding is likely along the Brisbane River downstream of Wivenhoe Dam.
Table 1 shows average rainfall figures for the lower Brisbane River catchment and related Brisbane River heights (at the city) for the period around the breakaway. The data shows that about 110 mm in 72 hours was sufficient to lead to minor flood conditions. This was followed by significantly more rain in subsequent 24-hour periods (215 mm, 150 mm and 120 mm). This increased volume and rate of accumulated water flowed into the river and through the port.
Table 1: Rainfall and river height for Brisbane River lower catchment
Date
Time
Average catchment rainfall in previous 24 hrs (mm)
River height
(m)
Notes
25 Feb
0900
110[1]
26
0617
1.7
Minor flood level
0900
215
27
0400
Water release from Wivenhoe dam commenced
0514
2.6
Moderate flood level
0900
150
2250
CSC Friendship’s breakaway
28
0608
3.5
Major flood level
0900
120
1000
Approximate time water released from Wivenhoe dam would reach the port
01 Mar
0900
3
Average rainfall depth over the Brisbane River lower catchment in 72 hours to 0900 on 25 February
The river level (height) did not reduce to consistently less than the minor flood height until 5 March (Figure 5).
Figure 5: Brisbane River height recorded at Brisbane City, February–March 2022
The height of the tide is referred to the port, and navigational chart, datum: lowest astronomical tide (LAT). When a low water falls below the datum, it is marked with a minus sign (-). Source: Bureau of Meteorology and Maritime Safety Queensland, annotated by the ATSB
According to BoM,[25] Queensland’s weather is complex and highly dynamic, with weather forecasting carrying inherent uncertainty, particularly at a local scale. The weather event associated with this occurrence was rare and evolved rapidly. Post-event analysisshowed that BoM modelling did not initially identify how slowly the weather systems were moving. As a consequence, forecasts, especially further than 24 hours ahead, decreased in accuracy and some places had rainfall in excess of that forecast.
BoM advice changed as the event progressed, however, forecasts and warnings indicated widespread rainfall and flooding was expected across south-east Queensland from 25 February.
Further, BoM reported that more than 50 sites in south-east Queensland and north-east New South Wales recorded more than 1,000 mm of rain in the week ending 1 March 2022. BoM also noted that ‘In recent decades, there has been a trend towards a greater proportion of high‑intensity, short‑duration rainfall events, especially across northern Australia.’
Queensland’s disaster management
Local government is primarily responsible for managing disasters within the local government area with progressive escalation of support and assistance to state/territory government level and beyond as required (Figure 6). The 2022 flood event presented as an event requiring response from both local and state authorities.
At the state level, the framework, arrangements and practices for disaster management in Queensland are established within the Queensland State Disaster Management Plan. The plan includes guidance for disaster management stakeholders through the provision of commentary and directions to supporting documents such as plans, strategies or guidelines. MSQ was represented at the state and district levels and on invitation to the local disaster management group. The Queensland government disaster management arrangements, including risk assessments, training and awareness, guidelines and warnings, are publicly available.[26]
If, during a disaster event, the responding state or territory authority is unable to ‘reasonably cope with the needs of the situation’, there is the opportunity for assistance to be provided by the Commonwealth under the provisions of the Australian Government Disaster Response Plan (COMDISPLAN 2020).[27]
Figure 6: Government disaster management structure
Source: Queensland Government: Queensland State Disaster Management Plan
Maritime Safety Queensland
Marine legislation in Queensland is administered and implemented by Maritime Safety Queensland (MSQ), a state government agency within the Department of Transport and Main Roads. As such, MSQ is responsible for safety oversight of pilotage, pollution protection services, vessel traffic services (VTS) and the administration of all aspects of ship registration and marine safety in the state of Queensland, including the management of an emergency in the port of Brisbane. The agency’s core focus is the preservation of life and property in the state’s waters and in the prevention of, and response to, ship-sourced pollution and other maritime emergencies and disasters. This includes the development of hazard‑specific plans.
Queensland’s 5 maritime regions are each controlled by an RHM.[28] The Brisbane RHM was responsible for the region extending from the New South Wales border (about 60 miles south of the Brisbane River entrance) to Double Island Point (45 miles north of Brisbane port limits). The region included a significant proportion of Moreton Bay and its connected river systems. The RHM was responsible for:
improving maritime safety for shipping and small craft through regulation and education
minimising ship sourced waste and providing response to marine pollution
providing essential maritime services such as pilotage, vessel traffic services and aids to navigation and
encouraging and supporting innovation in the maritime industry.
Procedures
MSQ provided and maintained procedures applicable to shipping and port operations throughout Queensland with specific procedures for each pilotage or port area.
Port Procedures and Information for Shipping Manual
Each Queensland port had a publicly available Port Procedures and Information for Shipping Manual (PPM) document, which defined the standard procedures to be followed in the port’s pilotage area. The PPM contained information and guidelines to assist the masters, owners, and agents of ships arriving in the port and traversing the area, including details of the services and the regulations and procedures to be observed.
The Port of Brisbane PPM identified the Ampol products wharf (berth) as an area of concern for ship operations such as berth surge and interaction, ship speed limits and specific berthing and unberthing requirements. In particular, the PPM stated that ‘berthing and unberthing of ships at Ampol Products wharf in a “head down” direction is not permitted during the ebb tidal stream.’
Extreme Weather Event Contingency Plan Brisbane—2021/2022
The Queensland Government had published an Extreme Weather Event Contingency Plan (EWE) for each maritime region. Each plan detailed the response required from ship masters and owners to different warning and/or alert levels in that region.
The Brisbane EWE was intended to address the range of adverse weather events that may affect the region, such as summer storms, river flooding or the effects of a cyclone. It was the responsibility of ship owners and masters to take the necessary action within the context of the official weather warnings to protect their passengers, crew and ships, and comply with any directions from the RHM. This included the requirement for all ships to have a safety plan.
The EWE noted that, at times, it may be necessary for the RHM to give directions in relation to the operation and movement of ships when entering, leaving or operating in the pilotage area. This included the evacuation of commercial ships to sea and closure of the pilotage area to all marine activities and operations.
The plan outlined an incremental response encompassing prevention, preparedness, response and recovery phases. The plan aimed to allow appropriate actions in response to the imminent threat to be planned and implemented. Under the EWE, the primary objective was to have the port area secure and safety plans enacted at least 6 hours before the weather event occurred.
Vessel traffic service extreme weather event procedure
An internal vessel traffic services extreme weather event procedure provided information to vessel traffic service operators about extreme weather events in the Brisbane region and the responses required. The procedure provided the trigger points for escalation of response based on the information (warning or other event advice) received.
The procedure stated that, in general, extreme weather in Queensland is cyclone‑related and provided response guidelines for wind, storm, surf and cyclone hazards. The procedure then went on to outline response actions to extreme weather specifically related to the Brisbane River. The river-related events included notification of dam releases and the receipt of BoM flood warnings.
General flood warning response actions included monitoring flood effects on tidal flows, debris in the river and weather warnings. Port users were to be kept informed of the situation through appropriate means of communication.[29] Individual, high‑risk commercial ships and facilities could also receive specific advice and instructions through direct messaging from the RHM. Other, relevant, flood-related precautions contained in the procedure are shown in Table 2.
all ships to tend mooring lines and double up mooring lines if necessary
consider extra towage for shipping movements
monitor water flow at the Ampol products berth (via the 2F beacon current meter) as increased flow may require ships to berth head-up (bow facing upstream, into river flow) only.
Moderate flood warning
In addition to minor flood warning actions:
terminal operators to determine safety of operations and discontinue if necessary
monitor pilot transfer operations (for possible suspension of operations)
ensure tugs on stand-by
RHM to consider suspending any ship arrivals until conditions improve.
Major flood warning
In addition to moderate flood warning actions:
ships moored upstream of the Gateway Bridge (about 3.8 miles from Ampol products wharf) to be evacuated
RHM to stop all arrivals and consider evacuating the port
RHM to close all/part of pilotage area
Closure of pilotage area and suspension of all ship movements.
Note: The table does not show all actions contained in the procedure.
The procedure advised that the pilotage area would not be re-opened until the RHM was satisfied that all danger had passed, and the pilotage area was safe for ships to re-enter or exit. VTS would then coordinate the safe movement of ships following re-opening.
Severe weather website
Advice for severe weather was also publicly available via the MSQ website.[30] Among other information, this site provided links to the state and regional extreme weather event contingency plans.
Risk and emergency management arrangements
The Brisbane PPM made multiple references to risk assessments to be carried out by port users as well as the RHM, especially in situations outside normal operations, such as for high risk or first‑time ship visits or movements. However, MSQ had no structured, formalised or documented risk and emergency management processes or procedures to ensure that these risk analyses and emergency management steps were taken. The procedures in place for the Brisbane port and VTS then presented as the only tools available for MSQ staff to mitigate the risks associated with port operations.
During this investigation, MSQ stated that risk assessments were conducted (dynamically) during incidents by management and response teams, and were also considered as part of the procedure development process. Any risk assessments conducted during this event were not documented.
To fulfil the role of advising on the prevention of, preparedness for, and response to maritime emergencies and disasters, MSQ was an active member of the disaster management arrangements from local to national levels. MSQ was represented at the state and district levels and on invitation to the local disaster management group.
As the 2022 weather event intensified, MSQ received warnings from BoM, PBPL and other weather stations and public media and through the state disaster management arrangements. VTS and the RHM monitored the situation and river conditions. By the morning of 25 February, the RHM had established contact with other emergency response agencies, including within MSQ’s parent state government department and the state and local government disaster coordination agencies.
Elsewhere, local and state disaster management plans were activated and, by 26 February, the Brisbane Local and District Disaster Management Groups were escalated to ‘stand up’ status.[31] Subsequently, MSQ officers, including the RHM, attended daily meetings of the Local Disaster Management Group.
Starting from 0830 on 26 February, the RHM began issuing situation reports to MSQ management advising of the status of the rain event and its effects on the port and operations. At about this time, an MSQ management team, comprising the Duty Area Manager, the RHM and the MVTS, was convened to discuss the situation. Throughout this period, VTS maintained contact with port stakeholders through radio, telephone, email and messaging services.
Later that day, after the request from the Ampol marine specialist for CSC Friendship to depart the wharf on the evening tide, the RHM consulted the PSP pilot manager about that possibility. As noted earlier (see the section titled Occurrence), the pilot manager advised that a safe, normal departure was not possible in the prevailing conditions.
Vessel traffic service
The Brisbane vessel traffic service (VTS) is the principal resource available to the RHM to manage the safe and efficient movement of ship traffic in the Brisbane VTS area. The VTS operates 24 hours per day, 7 days per week within the declared Brisbane VTS area, which includes the compulsory pilotage area and area within port limits. Standard operating procedures have been established for the VTS.
In addition to normal port operational tasks, during the weather event and river flood, VTS was also tasked with being the initial point of contact for reports regarding debris or other incidents occurring in the river, including calls from members of the public. As a consequence of this flood event, MSQ recovered more than 6,700 tonnes of debris from the Brisbane River.
Weather monitoring
The principal source of weather forecasts, warnings and information for MSQ (via a subscription service) was the BoM. Brisbane VTS received forecasts and warnings from BoM for weather, storm, rain, wind and flood conditions. The information received was passed on to port users by VTS via VHF channel 67 and other means such as email and phone messaging, as required.
MSQ also gathered weather data from a network of 6 tide gauges and 12 weather stations located in the port and surrounding areas. Of these sources, a meter which measured current flow and direction was situated at the 2F beacon in Pelican Banks Reach, about 8 cables[32] (nearly 1.5 km) downstream of the Ampol products wharf and just upstream of where the river opens out into the Fisherman Islands swing basin.[33] The current speed from this meter was prominently displayed on an electronic display board in the VTS centre.
Brisbane VTS also routinely received weather reports from several sources including Seqwater and PBPL NCOS (Nonlinear Channel Optimisation Simulator system).[34] The NCOS system provided wind forecasts and automated warnings to VTS for the port and surrounding Moreton Bay areas.
Advice from Seqwater regarding water releases (forecast and actual) from Wivenhoe Dam was also received by VTS.
Wind
Throughout the weather event, in addition to storms and flooding, south-east Queensland also experienced significant winds. MSQ received multiple wind and gale alerts and warnings from BoM, the NCOS alert system and from MSQ weather stations. Severe weather alerts issued by BoM from 23 to 28 February included warnings of ‘damaging wind gusts in excess of 90 km/hr (48 knots)’ being possible over south-east Queensland.
The MSQ 2F beacon weather station recorded wind speed and direction in addition to current information. Data from this station showed that for several hours before the breakaway, the mean wind speed was less than 22 knots with gusts less than 28 knots (Figure 7). During this period the direction of the wind aligned with the direction of the wharf. During the following hours and the refloat and recovery task, the wind abated to 10 knots or less.
Figure 7: Wind speed and direction recorded at Lytton
Data recorded at the 2F beacon weather station, about 8 cables downstream from the Ampol products berth.
The Ampol products berth alignment is along the directions 17°-197° indicated by the dashed green horizontal line in the figure.
Source: Maritime Safety Queensland, annotated by the ATSB
Bureau of Meteorology
The Bureau of Meteorology (BoM) is Australia's national weather, climate and water agency, and provides weather forecasts, warnings and observations for coastal waters areas and high seas around Australia.
Among other services, BoM conducts research, consultancy and training in partnership with government and private agencies, industries and organisations. BoM provides tailored products and services to enhance operational decision-making and strategic planning for clients. During the course of the investigation, BoM advised the ATSB that the Brisbane River had exceeded minor flood level 6 times since the 1974 floods.[35]
BoM is the lead national agency with responsibility for flood forecasting and warning and is tasked to issue ‘warnings of…weather conditions likely to give rise to floods...’.[36] BoM issued over 500 warnings across the duration of this weather event (to 7 March), including 27 severe weather warnings from 22 February until the breakaway. It was the principal source of weather information for MSQ.
After this incident, BoM stated that,[37] in hindsight, the official rainfall and flood forecasts for this event performed well given the inherent uncertainties.
Pilotage
All ships over 50 m in length calling at Brisbane are required to take a pilot. From 1 January 2022, Poseidon Sea Pilots (PSP) provided the port’s pilotage services under contract to MSQ.
Safety management system
Before PSP was awarded the contract, it submitted a comprehensive documented safety management system for the port’s pilotage operations. Titled ‘Pilotage Operations Safety Management System (POSMS)’, it was based upon and intended to complement the port procedures manual (PPM) and in the event of inconsistency, the PPM was to take precedence. The POSMS was reviewed and endorsed by MSQ and was subject to an annual audit schedule. The PPM contained requirements and guidance for pilotage in Brisbane, including navigation and operational restrictions such as specific limitations for the Ampol products wharf.
The POSMS provided treatment of risk management principles and processes as well as guidance on pilotage emergencies and the management of such. This included PSP-specific emergency management guidance in addition to information derived from the PPM. The procedures included details of PSP’s emergency management structure, roles and responsibilities and lines of communications.
An emergency was defined as ‘a situation that has developed during an act of pilotage’ that could lead to damage, harm or injury. As such, preparations for and response to a developing emergency caused by wider port or external influences, such as a river flood creating dangerous conditions for ships berthed in river/port, did not trigger the PSP emergency management procedures. Port emergencies were to be managed by the RHM with PSP support if required.
The PSP emergency and risk management arrangements were directed at addressing issues with the operational piloting aspect of the service. The arrangements did not include a formal process or structure to address and document the management of wider port and regional safety to which the pilotage service provider is an important and major contributor. The provider had no direct role in disaster and emergency management, including the Extreme Weather Event Contingency Plan, described earlier (see the section titled Maritime Safety Queensland, Procedures), other than supporting decisions taken by MSQ and following the RHM’s directions to manage port/shipping emergencies.
The POSMS allowed for deviations from procedures as long as the safety of the operation was not compromised. The action was to be discussed with PSP management and the RHM and supported by a risk assessment. Operational guidance was provided for conditions including guidelines for wind including force calculations for wind speed versus exposed area. However, hazardous conditions associated with river flood or high current speed were not addressed.
Operations
In the months prior to commencement of pilotage services, all PSP pilots completed multiple observation trips into and out of the Port of Brisbane, conducted ship simulator training and were assessed by an MSQ check pilot prior to being licensed by MSQ. Simulation training included emergency training, but this did not include manoeuvring or piloting in river flood conditions such as experienced during this incident. PSP procedures, similarly, did not include guidance for pilotage in such conditions. Further, PSP procedures did not include plans or arrangements for evacuation of the port.
In general, PSP management liaised directly with the RHM or delegate to co-ordinate and plan pilotage within the port. The PSP offices were adjacent to the Brisbane River and personal observation of the river and conditions, in addition to information available from VTS, formed part of pilot knowledge and assessment of operations.
During this event, PSP management assessments of river conditions were that pilotage and ship manoeuvring would be affected from 24 February and operations in the river were unlikely from the afternoon of 25 February due to excessive ebb flow.[38] It reported raising these matters with the RHM but no records exist to verify specific matters although it is evident that there were several communications between PSP and MSQ (RHM or VTS).
On 26 February, PSP was contacted by VTS to follow up the request for CSC Friendship departing the Ampol products wharf to sea. The PSP pilot manager, in consultation with another experienced pilot, conducted a risk assessment of the manoeuvre. The assessment was informal and not recorded. They concluded that, given the proximity of Clara Rock (about 300 m downstream of the ship) and the river conditions (high ebb flow and significant debris), the risk was unacceptably high, even with additional tugs.
As the weather event intensified, PSP operations were affected, including the provision of pilots to ships from the pilot station at the north of the port limits (Mooloolaba for Point Cartwright) due to flooded roadways. This resulted in 2 pilots locating to Mooloolaba and another on standby from Brisbane.
In submission to the draft of this report, PSP stated that the risk assessment following the request to consider departing CSC Friendship from the wharf was largely based on the standard PPM requirement prohibiting movements at that berth during an ebb flow. It further stated that moving the ship in those conditions could only have been undertaken under formal direction by the RHM to conduct the pilotage outside PPM-imposed limits.
Towage
Harbour towage requirements were specified in the Port Procedures and Information for Shipping Manual (PPM). The tug base was located in Boat Passage adjacent to Pelican Banks and about 5 cables downstream of the Ampol products wharf.
Five tugs were normally available for booking and allocation. During the weather event, from 26 February, 2 tugs were kept on active standby with a third on short notice. The flooding and resulting road closures restricted the movement of tug crews and resulted in the 3 tug crews being restricted to the tug base and on board the tugs. This, coupled with the dangers posed by the debris in the river, limited the number and availability of tugs to assist operations within the port.
The effectiveness of the tugs at the time of the breakaway and subsequent groundings of CSC Friendship was observed to be significantly reduced when operating in the excessive current.
Safety analysis
Introduction
From 22 February 2022, south-eastern Queensland experienced a multi-day rainfall and flooding event during which multiple sites recorded in excess of one meter of rainfall. In the 5 days prior to the breakaway of CSC Friendship, more than 500 mm (average) rain fell over the entire Brisbane River catchment (Figure 8). This led to significant inflow into the Brisbane River, resulting in major flooding and increased water speed (peaking at about 5 knots) through the Port of Brisbane.
While additional water release from Wivenhoe Dam had commenced at 0400 on 27 February, travel time for this water meant that it would not impact the port for at least 24 hours (that is, several hours after the breakaway).
Figure 8: Average rainfall depths for the Brisbane River sub-catchments from 22 February to 10 March 2022
The figure shows average rainfall depths for the sub-catchments which constitute the Brisbane River basin. Bracketed figures are average rainfall depths for the 5-day period, 22 to 27 February, and cover the lower Brisbane River catchment (below Wivenhoe Dam). Source: Seqwater with annotations by the ATSB.
The breakaway
Recorded current data showed that the mooring arrangements and equipment (both ship and berth) withstood current speeds in excess of design requirements on multiple occasions prior to the breakaway (Figure 9).
Figure 9: Brisbane River current speed and flow direction
Date label shows the start of that day (0000 hrs) local time Rainfall arrows show average rainfall across the lower Brisbane River catchment to 0900. Source: Maritime Safety Queensland annotated by the ATSB
The mooring equipment and its arrangement to secure ships at the Ampol Lytton Products Wharf were designed to withstand current speed of at least 2.5 knots. Additionally, CSC Friendship’s mooring equipment was required to withstand 3 knots of current from ahead or astern. At the time that the ship surged ahead, the current was recorded at more than 4.5 knots from astern and had been more than 3 knots for the preceding 14 hours.
The forces imparted by the increasing water speed exceeded the capabilities of the ship’s mooring arrangement and equipment leading to its mooring winch brakes slipping, lines parting and the ship breaking away. During attempts to return the ship to the wharf using tugs and operating astern propulsion on its main engine, the ship’s stern swung to port. This exposed the ship’s quarter to the current, increasing the hull surface exposed to it and the ship broke away from the wharf. The current then pushed the ship across the channel (to its northern side) where it grounded, 400 m downstream of the wharf.
After initial attempts to refloat the ship, it remained aground while inspections and refloating and removal plans were made. The ship’s port anchor had been deployed with 6 shackles of chain out (about 170 m), and it was decided to retrieve the anchor and move the ship downriver and out of the port. At 0500 on 28 February, with the assistance of tugs, as the ship was refloated and the anchor heaved in, the ship veered across the channel toward Clara Rock. The ship was kept clear of Clara Rock but its stern touched bottom.
At this stage further attempts to retrieve the anchor were abandoned and the anchor cable was let go at the bitter end. The ship was then manoeuvred clear of Clara Rock and back into the channel using tugs and the main engine.
After the master’s repeated requests, the pilot agreed to attempt to retrieve the anchor. However, as the anchor was heaved in, control of the ship was lost, it veered across the channel and grounded in close proximity to Clara Rock. Pilot testimony after the incident was that, once clear of Clara Rock, control of the ship and manoeuvring in the channel were better than anticipated in the strong following current. With hindsight, this suggests that slipping the anchor and subsequent removal of the ship directly to sea from the initial grounding location probably would have involved lower risk than attempting to retrieve the anchor.
Incident preparedness
It is acknowledged that this weather event was very unusual and extremely rare (estimated recurrence interval between 300 and 800 years);[39] notwithstanding, appropriate planning and preparation for emergencies, including rare events, is important. This importance was reiterated in a Queensland Government report about this event, which stated:
This (weather event) demonstrates the importance of response agencies and the community adopting a high risk threshold and taking a conservative approach to planning and preparation (that is, plan for the worst-case scenario and hope for the best-case scenario) to ensure preparatory actions are taken for extreme weather events.[40]
The ATSB found that the following data and information were available, prior to the breakaway, to assist Maritime Safety Queensland (MSQ) with weather‑related decision making:
BoM weather monitoring, forecasting and warnings regarding the weather system approaching south-east Queensland, including:
an initial flood watch issued on 22 February for possible minor to major flooding in catchments, including the upper and lower Brisbane River
a minor flood warning issued on 23 February for rivers upstream of Somerset and Wivenhoe dams
further progressive flood warnings from 25 February for both the upper and lower Brisbane River
advice, including multiple severe weather warnings, that the weather system was likely to produce areas of heavy to intense rainfall and thunderstorms over south-east Queensland and, as catchments were already wet, there would probably be significant runoff.
rain and river observations and reports, including local and state authorities and public news broadcasts from 24 February, noted that river current was increasing, with debris in the river.
river current recorded at the 2F beacon and displayed in the VTS centre:
shows it was effectively in persistent ebb from about 1700 on 25 February (Figure 9)
exceeded 2.5 knots from 0730 on 27 February
exceeded 3 knots from 0900 on 27 February.
operational guidelines and limits for ships and infrastructure within the port, including that:
MSQ RHM guiding river current speed for assessment and design of safe berthing infrastructure and mooring arrangements was 2.5 knots
oil tanker mooring design requirements were to meet established guidelines and withstand water speed of 3 knots (in combination with wind speeds to 60 knots)
the port procedures manual stated that there were to be no shipping movements from the Ampol products wharf in an ebb flow.
In summary, the weather information identified that a large-scale weather event was affecting south‑east Queensland, resulting in a significant volume of water in the Brisbane River catchment. The weather event was a rare occurrence and evolved rapidly resulting in BoM forecasts and advice changing many times in response to the dynamic and challenging conditions. However, by 25 February (about 2 days before the breakaway), it was clear that conditions would continue to deteriorate over the following days. Significantly, all this anticipated water would flow to the sea through the port, increasing the risk that the current flow would exceed infrastructure and mooring limits.
In this context, it was reasonably foreseeable that the risks to ships and infrastructure could escalate to dangerous levels and that the time window to safely remove ships to sea would likely close. However, although port management took steps to further secure berthed ships, the increasing risk to the port of the rain continuing to fall in the catchment was not effectively managed.
In addition, MSQ (and VTS) did not have a structured, formalised or documented emergency management process, and documentation did not include procedures for the management of emergencies or assessing and managing risks. A review of the procedures identified that the assessments of hazards to the port had not considered sources of increased river flow or the risks associated with currents beyond those normally encountered. Consequently, there were:
no arrangements in place to translate the information being received into succinct, relevant information or messaging in a form that the decision-making team could use for timely and prudent decisions
no response escalation trigger points linked to current speed or other measures such as river heights, water flow rates or catchment inflows – the 2F beacon current meter provided real‑time information but no forecasting, in part due to its location
no plans, guides or procedures for ship manoeuvring in conditions exceeding those normally experienced, especially in sustained or high ebb flow
no readily usable procedures or plans for port evacuation
no lists of priority berths or ship types to evacuate.
As a result, the information received had to be managed and assessed by the RHM’s team with no documented procedures, operational limits or response and escalation triggers to manage the risks of a breakaway.
Consequently, when the time came to make critical decisions quickly in response to the rapidly deteriorating conditions, it was decided that the risk of moving ships (evacuating the port) outweighed the risk posed by them remaining at their berths in the flooding river. There was no procedure or process to record risk assessments and any that were conducted were not documented. The risk posed by CSC Friendship remaining at its berth was subsequently realised when it broke away and grounded multiple times. The significant risk that the laden tanker then posed had to be managed through its complicated removal from the river in adverse conditions, which itself involved elevated risk.
Poseidon Sea Pilots
Pilots are a valuable resource for consultation and advice to port authorities for ship operations under any conditions within the port. As such, the pilotage service provider is one of the principalrisk mitigators for a port and for ship operations. They should therefore be actively involved in preparations for, assessment of, and response to, any situation affecting shipping in the port.
Poseidon Sea Pilots (PSP) commenced operations as the pilotage provider for the port of Brisbane in the months before the incident. In the time leading up to becoming the pilotage provider, PSP engaged with MSQ, the RHM and the port community in ensuring efficient and safe movement of ships, with MSQ consulted in the revision and development of PSP’s POSMS.
Despite only being the provider for a relatively short time, PSP pilots had piloting experience in ports other than Brisbane and underwent several months of prior training and preparation. As an active and knowledgeable contributor to management of port operations, the pilotage provider should have plans and processes in place to prepare for and assist port authorities in the event of an emergency.
The Brisbane River has a long history of flooding and there had also been several significant recent flood events (since 2011). However, while PSP had practised normal operations and ship emergencies such as loss of propulsion or steering, pilots’ experience and training did not include preparing for a persistent high current event as experienced during this incident.
The PSP pilot manager was aware of the unfolding weather event and on 24 February had become concerned with conducting shipping movements in the river due to the speed of the current and the amounts of debris floating down the river. However, at that time the pilot manager considered that shipping movements upstream of Pelican Banks were still possible by exercising caution. Shipping movements downstream of Pelican Banks, to and from berths on Fisherman Islands, remained unaffected.
As the rain intensified and conditions deteriorated, on 25 February, the pilot manager assessed that shipping movements above Pelican Banks were no longer feasible. On 26 February, when specifically contacted by VTS about moving CSC Friendship, the risk assessment, largely based on the standard requirement prohibiting movements at that berth during an ebb flow, concluded that it was safer for the ship to remain alongside.
However, as the rain continued to fall, and the already accumulating surface water flowed to the river and the port, conditions were predictably going to worsen, especially with the days of very heavy rainfall from 25 February onwards. This continued deterioration of conditions and increase in risk should have been evident to PSP management and highlighted to the RHM.
Preparations for, and response to, the situation were not supported and guided as PSP did not have in place a structured process, documentation or procedures for:
assessing and conducting operations outside normal operating conditions, or conditions limited by the port procedures manual
operational planning for ship handling, manoeuvring or prioritising in circumstances such as port evacuation, conducting shipping movements in persistent and/or high ebb flow or removal of ships to sea for safety purposes
formalised arrangements, procedures or agreements with the port authority (MSQ) to collaboratively assess and respond to adverse conditions affecting port operations and ship movements
observing and assessing wider port and district conditions which may affect port operations including prediction of deteriorating conditions.
As a consequence, there was no pre-planning or preparation for the unfolding events and risks threatening the safety of berthed ships. It was only after the emergency communication from VTS following the breakaway that PSP had an active role, which essentially was a recovery operation that could have been avoided or mitigated through planning and preparation with MSQ.
According to PSP, it met its obligations by complying with its POSMS that covered normal pilotage operations, and the overarching PPM and RHM directions in an MSQ-managed emergency. This was the basis of PSP’s risk assessment to move CSC Friendship in conditions well outside the PPM‑imposed limits when, it stated, formal direction by the RHM was required to consider the risks of the movement outside the normal limits (see the previous section titled Pilotage, Operations).
However, if PSP expected or required the RHM’s formal direction, it should have explicitly raised that at the time. Further, a proactive approach by PSP to discuss all considerations and risks in relation to the worsening situation in the port would have been far more effective in preparing for and managing the situation. This is particularly important as an emergency involving a ship in the port will almost certainly involve PSP and its pilots and it was, therefore, essential that its POSMS addressed these matters.
Ampol’s operations
Ampol employed a marine specialist to ensure the safe and efficient turnaround of ships at the products wharf to maintain the supply of petroleum products to customers from one of just 2 oil refineries in Australia. When made aware of the possibility of port closure, the marine specialist attempted to expedite CSC Friendship’s departure to maintain the movement of products in the supply chain. The trigger for the decision was the avoidance of commercial disruption rather than safety concerns. Ampol’s request to allow the ship to depart was made with the reasonable expectation that MSQ and PSP would have risk assessed its request in the context of possible port closure and available safe options.
Ampol’s procedures, risk assessments and guidance for operations at the products wharf did not include risks to associated infrastructure and ships berthed there due to river conditions, including current. While aware of the weather event and deteriorating conditions, the marine specialist did not have access to river current data. Consequently, neither Ampol nor the ship’s master were alerted when the river current exceeded the design capabilities of both ship and shore mooring equipment and arrangements.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors.
Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the breakaway and grounding of CSC Friendship, Port of Brisbane, Queensland on 27 February 2022.
Contributing factors
From 21 February 2022, the Bureau of Meteorology issued forecasts and warnings for heavy, sustained rainfall over south-east Queensland, including the Brisbane River catchment. This rainfall led to several days of continuous, high, ebb current speeds through the Port of Brisbane, which exceeded the design parameters of wharf and mooring arrangements at the Ampol products berth.
CSC Friendship remained at the Ampol products berth in deteriorating conditions which exceeded ship design mooring limits.
Increasing river flow generated forces that exceeded the capabilities of CSC Friendship’s mooring arrangement. The ship surged downstream, parted mooring lines and broke away. Despite the best efforts of ship’s crew and assisting tugs and others, the ship came off the wharf, was swept across the channel and grounded on the northern side of the river, about 400 m downstream of its original berthed location.
During refloating and removal of the ship from the river, manoeuvring of the ship when attempting to recover its anchor led to it grounding on the southern side of the river, in close proximity to Clara Rock.
Maritime Safety Queensland (MSQ) did not have structured or formalised risk or emergency management processes or procedures. Consequently, MSQ was unable to adequately assess and respond to the risks posed by the river conditions and current exceeding operating limits and ensure the safety of berthed ships, port infrastructure or the environment, and avoid CSC Friendship’s breakaway. (Safety Issue)
Poseidon Sea Pilots’ (PSP) safety management system for pilotage operations did not have procedures or processes to manage predictable risks associated with increased river flow or pilotage operations outside normal conditions. This, in part, resulted in PSP not considering risks due to the increased river flow properly and not taking an active role until after the breakaway. (Safety Issue)
Ampol’s assessment of risk to the ship and facility did not consider water speed in excess of the design and safety limits for the ship and berth mooring arrangements. (Safety Issue)
Safety issues and actions
Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.
Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the marine industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.
All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.
Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.
Safety issue description: Maritime Safety Queensland (MSQ) did not have structured or formalised risk or emergency management processes or procedures. Consequently, MSQ was unable to adequately assess and respond to the risks posed by the river conditions and current exceeding operating limits and ensure the safety of berthed ships, port infrastructure or the environment, and avoid CSCFriendship’s breakaway.
Safety recommendation to Maritime Safety Queensland
The ATSB makes a formal safety recommendation, either during or at the end of an investigation, based on the level of risk associated with a safety issue and the extent of corrective action already undertaken. Rather than being prescriptive about the form of corrective action to be taken, the recommendation focuses on the safety issue of concern. It is a matter for the responsible organisation to assess the costs and benefits of any particular method of addressing a safety issue.
The Australian Transport Safety Bureau recommends that Maritime Safety Queensland takes further safety action to address the safety issue through adequately structured and formalised risk management processes and procedures to manage emergencies.
Poseidon Sea Pilots preparations for emergency port pilotage
Safety issue description: Poseidon Sea Pilots’ (PSP) safety management system for pilotage operations did not have procedures or processes to manage predictable risks associated with increased river flow or pilotage operations outside normal conditions. This, in part, resulted in PSP not considering risks due to the increased river flow properly and not taking an active role until after the breakaway.
Ampol preparations for increasing river current speed
Safety issue description: Ampol’s assessment of risk to the ship and facility did not consider water speed in excess of the design and safety limits for the ship and berth mooring arrangements.
Glossary
BoM
Bureau of Meteorology
MSQ
Maritime Safety Queensland
Head down
Berthing ‘head-down’ denotes the direction the ship is facing is down river, towards the river mouth.
NCOS
Nonlinear Channel Optimisation Simulator system. Was developed to provide a near real-time seven-day detailed forecast of environmental conditions and a ship’s under keel clearance (UKC). (Port of Brisbane Pty Ltd website)
PBPL
Port of Brisbane
POSMS
Pilotage operations safety management system
PPM
Port Procedures and Information for Shipping Manual
PSP
Poseidon Sea Pilots
RHM
Regional harbour master
VTS
Vessel traffic service
Sources and submissions
Sources of information
The sources of information during the investigation included:
Inspector-General of Emergency Management 2022, South East Queensland Rainfall and Flooding February to March 2022 Review, Queensland Government. <https://www.igem.qld.gov.au/node/183>
Maritime Safety Queensland 2021, Port Procedures and Information for Shipping – Port of Brisbane, Queensland Government.
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
the master and operators of CSC Friendship
Maritime Safety Queensland
Ampol
Poseidon Sea Pilots
Australian Maritime Safety Authority
Hong Kong Marine Department
Bureau of Meteorology
Svitzer Australia
Submissions were received from:
Maritime Safety Queensland
Ampol
Poseidon Sea Pilots
Australian Maritime Safety Authority
Hong Kong Marine Department
Bureau of Meteorology
Svitzer Australia
The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1]The RHM role and responsibilities at the time of the incident were fulfilled by the assistant regional harbour master.
[2]The lower Brisbane River area, as described by the Bureau of Meteorology, encompasses the area downstream of Wivenhoe Dam, including Brisbane City and the Port of Brisbane (bom.gov.au).
[3]Unless otherwise stated, all references to river current are from the 2F beacon current meter.
[4]This abnormal, continuous ebb flow down the river continued for about 8 days until 5 March 2022.
[5]Berthing ‘head-down’ denotes the direction the ship is facing (that is down river towards the river mouth and bay).
[6]Ampol is an Australian oil company operating since the 1930s. In the 1990s Ampol became part of Caltex. In 2020 the company returned to being Ampol Limited and at the time of writing was Australia's largest fuel supplier.
[7]The ‘Ampol marine movements specialist’ was an Ampol employee with knowledge and experience to co‑ordinate ship‑shore operations at the Ampol refinery and products wharf.
[8]Bitts: paired vertical metal posts mounted either aboard a ship or on a wharf, pier or quay. The posts are used to secure mooring lines, ropes, hawsers, or cables.
[9]Mooring winch drum brakes are designed to slip and allow mooring lines to pay out prior to reaching the minimum breaking load (MBL) of the mooring line.
[11]Walk back the anchor: to lower the anchor under power.
[12]To ‘let the anchor go at the bitter end’ refers to releasing the shackle securing the chain to the anchor locker and allowing the chain to run out and over the side.
[13]‘Lay flat’ is a command requesting a tug lay flat alongside the ship, beam-on, allowing the ship to drive against the tug, thereby increasing the ship’s steerage without resulting in excessive ship’s speed.
[14]An MR (medium range) class tanker has a deadweight carrying capacity of 25–45,000 tonnes. The global crude oil and refined product tanker fleet uses a classification system to standardise contract terms, establish shipping costs, and determine the ability of tankers to travel into ports or through certain straits and channels. This system, known as the average freight rate assessment (AFRA) system, was established by Royal Dutch Shell 6 decades ago. It is overseen by the London Tanker Brokers' Panel (LTBP), an independent group of shipping brokers.
[17]Ampol advised that the allowable (peak) water speed in the Brisbane River, for the design of safe berthing infrastructure and mooring plans, of 2.5 knots, was provided by the harbour master.
[18]OCIMF: The Oil Companies International Marine Forum (OCIMF) is a voluntary association of oil companies with an interest in the shipment and terminalling of crude oil, oil products, petrochemicals and gas (https://www.ocimf.org/). OCIMF is widely recognised as representing the oil industry and providing expertise in best practices for the design, construction and safe operation of tankers, barges and offshore vessels and their interfaces with terminals.
[19]Intertanko is the International Association of Independent Tanker Owners. It is a trade association representing independent tanker owners, established in 1970. (https://www.intertanko.com)
[20]The Intertanko chartering questionnaire 88 is the industry standard for the information on ships relevant for commercial screening (vetting) purposes.
[21]Seqwater (the Queensland Bulk Water Supply Authority) is a statutory authority whose responsibilities include the management of bulk water storage and supply, and flood mitigation for south-east Queensland.
[25]See Inspector-General of Emergency Management 2022, South East Queensland Rainfall and Flooding February to March 2022 Review, Queensland Government. <https://www.igem.qld.gov.au/node/183>
[28]Regional harbour masters are all officers of Maritime Safety Queensland and report to the General Manager under the Transport Operations (Marine Safety) Act 1994 (TOMSA).
[29]Appropriate means of communications listed included: VHF radio, notices to mariners, email (address groups), short message services, media releases, telephone to individual parties.
[31]Under the Queensland State Disaster Management Plan there are 4 levels of emergency management activation: alert, lean forward, stand up and stand down. Stand up is an operational state where resources are mobilised, activities commence, and disaster coordination centres are activated.
[32]One cable equals one tenth of a nautical mile or 185.2 m.
[33]The Brisbane River channel upstream of Pelican Banks was 120 m wide dredged to 9.1 m deep. Downstream of this, the river was better than 400 m wide and dredged to 14.0 m deep, through the swing basin and past Fisherman Islands.
[34]In 2017, the Port of Brisbane (PBPL) partnered with DHI and Force Technology to develop NCOS Online. This system provided a near real-time 7-day detailed forecast of environmental conditions and a ship’s under keel clearance (UKC) (Port of Brisbane website).
[37]See Inspector-General of Emergency Management 2022, South East Queensland Rainfall and Flooding February to March 2022 Review, Queensland Government. https://www.igem.qld.gov.au/node/183.
[38]On 26 February, 3 ships were berthed in the river upstream of Fisherman Islands.
[39]Bureau of Meteorology, CSIRO 2023, Perspectives on the Feb-Mar 2022 east coast extreme rainfall event, Bureau Research Report – 075.
[40]Inspector-General of Emergency Management 2022, South East Queensland Rainfall and Flooding February to March 2022 Review, Queensland Government https://www.igem.qld.gov.au/node/183.
Preliminary report
Report release date: 25/05/2022
This preliminary report details factual information established in the investigation’s early evidence collection phase and has been prepared to provide timely information to the industry and public. Preliminary reports contain no analysis or findings, which will be detailed in the investigation’s final report. The information contained in this preliminary report is released in accordance with section 25 of the Transport Safety Investigation Act 2003.
The occurrence
Earlier events
On the evening of 27 February 2022, the Hong Kong flagged product tanker CSC Friendship (Figure 1) was secure head-down[1] alongside the Ampol Products Wharf in Brisbane (Figure 2). It had completed loading of 25,000 tonnes of diesel oil and 7,000 tonnes of gasoline, which was bound for Adelaide.
At that time, a low-pressure system and associated rain and wind was impacting the greater Brisbane area, resulting in a significant amount of flooding and water ingress into the Brisbane River. The Bureau of Meteorology (BoM) had issued several severe weather and flood warnings from 24 February.
Figure 1: CSC Friendship arriving in Port Botany, New South Wales after the occurrence
Source: ATSB.
Breakaway and grounding
About 2250[2] on 27 February, during consistent flooding and increased ebb flow on the Brisbane River, the crew of CSC Friendship felt a sudden surge through the ship. A short time later, the centre aft stern line, secured on bitts,[3] parted suddenly. This increased the load on the 13 remaining mooring lines. The crew quickly mustered, powered up the ship’s mooring winches, and prepared to bring the ship’s main engine online. The engine had previously been placed on stand-by due to the prevailing conditions, at the request of Brisbane Vessel Traffic Services (VTS).
The ship’s mooring winch drums slipped on the brake[4] under the increased load, the ship picked up momentum and surged downstream along the berth. One forward spring line, 2 aft spring lines and an aft breast line parted a short time later. The ship continued to break away downstream, causing the gangway to strike berth loading booms before falling away from the ship’s side onto the wharf.
Figure 2: CSC Friendship’s position at berth in relation to Lytton Rocks Reach
Source: Australian Hydrographic Office, annotated by the ATSB using electronically recorded data
The ship finally came to rest about 90 m further down the berth with the aft one third of the vessel resting on the wharf pads and secured only by the 9 remaining mooring lines.
At 2254, the master contacted VTS, requested and received permission to drop the port anchor, and subsequently released the anchor to 4 shackles on deck. At 2258, the master called VTS and urgently requested tug assistance and by 2311 had engaged astern propulsion in an attempt to arrest the ship’s movement.
Meanwhile, at about 2300, Brisbane VTS requested the attendance of 2 tugs, SL Murrumbidgee and Clontarf, which arrived about 12 minutes later and immediately made fast lines: Clontarf centre lead forward and SL Murrumbidgee aft on the port quarter. The tugs had minimal effect moving the ship and the master called VTS and requested an additional tug to assist, which they were informed would take 30 minutes to get underway. Concurrently, VTS arranged for a pilot to urgently attend the vessel at the wharf to assist bringing it back alongside.
About 0028 on 28 February, with the 2 tugs unable to hold the ship alongside and the river current not abating, CSC Friendship broke free of the berth. The ship was swept downstream, across the channel and grounded east of and abeam Clara Rock beacon at Lytton Rocks Reach (Figure 3). A short time later, the additional tug, SvitzerNewstead, arrived.
Figure 3: CSC Friendship aground at Lytton Rocks Reach with tug in attendance
Source: Svitzer
Recovery activities and further groundings
About 0105, the pilot arrived by launch and boarded the grounded vessel via the ship’s pilot ladder. The pilot quickly established the vessel was aground with the port quarter on the bank, bow slightly in the channel and head down river. The pilot estimated the river current was running at 5 or 6 knots from the ship’s starboard quarter, effectively pushing the ship continuously onto the bank. Further, the port anchor had 6 shackles payed out. The chain had fouled over the ship’s bulb, around the stem, then into the water on the starboard side and back towards the wharf.
The pilot conducted a briefing with the ship and tug masters. Then, at about 0150, the pilot attempted to free the vessel using a combination of 2 tugs pulling the ship’s stern to starboard, heaving in on the anchor, and engaging astern propulsion from the ship’s engine. By 0210 it became obvious the vessel had not moved and remained grounded at Lytton Rocks Reach (Figure 4, top right). The pilot stopped engines and stood down the tugs, requesting one remain on station while the others managed their crew’s fatigue ready for another attempt at high tide.
Figure 4: Overview of CSC Friendship’s positions during the occurrence
Source: Australian Hydrographic Office, annotated by the ATSB using electronically recorded data
At 0500, the pilot estimated the ebb current flow to have dropped to about 3 or 4 knots and requested the tugs to make fast to the ship to attempt another move. The port anchor remained a concern for the pilot. After discussion with the master, the pilot agreed to attempt to retrieve the anchor if possible, without compromising the re-floating attempt. Ten minutes later, the pilot instructed both tugs aft to lift off using full power and move out to starboard to bring the ship’s stern towards the channel.
The stern of the ship immediately started to move into the channel and the pilot instructed the master to commence heaving in the anchor. The attempt to weigh anchor caused the bow of the ship to swing sharply to starboard and the stern to swing back to port, which resulted in the ship running aground again by the port quarter.
The pilot instructed the master to cease weighing anchor and commence paying it out. The ship quickly started to clear its stern away from bank and across the channel current. As a result, the current was pushing on the port quarter and the pilot instructed the master to heave in on the anchor. Again, this caused the ship’s bow to shear to starboard towards Clara Rock. The pilot instructed the ship’s engine be put full astern to try and back up into the current and clear Clara Rock and assist in the retrieval of the anchor.
The bow’s movement continued, and the pilot then ordered the ship’s crew to stop weighing anchor and ordered the tug forward to pull with full power to arrest the bow swinging to starboard. The bow was successfully checked. However, because the current was now full on the ship’s port quarter, the stern sheered rapidly starboard towards the Ampol berth and ran aground on the starboard quarter (Figure 4, bottom left).
Recovery
The pilot decided to cease any further attempts to retrieve the anchor and instructed the crew to release the bitter end and let the anchor go.[5] They then ordered hard starboard, and full ahead while the 2 aft tugs pulled full to port. The ship came free of the bank on the starboard side of the channel and quickly moved off towards Lytton Rocks Reach, clearing Clara Rock (Figure 4, bottom right). Once underway the pilot was able to gain control of the ship with rudder alone and a short time later instructed the forward tug to lay flat[6] and both aft tugs to stream dead astern. The anchor cleared away from the bitter end and exited the hawse pipe soon thereafter, with a bang.
The ship transited downstream without further incident. Once it was clear of Pelican Banks Reach and into the Fisherman Island swing basin, the pilot released 2 tugs, retaining only the centre lead aft tug until clearing the entrance beacon. CSC Friendship anchored at the Ship-to-Ship transfer anchorage (STS1) at about 0645.
Crew inspections, internal tank soundings and an underwater hull survey conducted on 3 March confirmed some shell plate damage, including buckling and medium to heavy abrasion of the hull. No hull penetration or cracking of plate or welds was found. Although the steering gear was in working order, a rudder angle of only 25° to port could be achieved instead of the full 35°. No injuries or pollution resulted from the grounding.
On receipt of a conditional safety construction certificate from China Classification Society (CCS), CSC Friendship was permitted to sail to Botany Bay, to discharge cargo, then directly to China for dry dock and repair.
Context
CSC Friendship
CSC Friendship was a Hong Kong-registered, medium range (MR) oil products tanker[7] built at the Jinling Shipyard in Nanjing, China, in 2008. The ship’s length overall (LOA) was 185 m, the beam 32 m, the summer draught 10.2 m, and the gross tonnage 29,593.
At the time of the grounding, the ship was owned by Fu Ning Marine Pte Ltd, managed by Nanjing Tanker Corporation and classed with China Classification Society (CCS). CSC Friendship had a Chinese crew of 25 personnel, including the master, and the working language on board was Chinese.
CSC Friendship was chartered by Ampol Limited to backload 25,000 tonnes of diesel oil and 7,000 tonnes of gasoline at the Ampol Products Wharf, Brisbane and deliver the product to Adelaide, South Australia. The ship was fully loaded by 2020 on 26 February.
Location
The Ampol Products Wharf was wholly owned by Ampol Limited and is located on the Brisbane River adjacent to the Lytton Refinery within the Port of Brisbane.
Maritime Safety Queensland (MSQ) through the Regional Harbour Master, had jurisdiction over all shipping within the Port of Brisbane pilotage area, including arrivals and departures at the Ampol products wharf.
Further investigation
To date, the ATSB has attended CSC Friendship in Port Botany to collect relevant physical, documentary and electronic recorded evidence and interview the master and relevant crew. Additionally, the ATSB attended the Port of Brisbane to collect relevant physical evidence and interview directly involved individuals.
The investigation is continuing and will include the following subject areas:
weather and flood conditions prior to and during the breakaway and grounding
dissemination and interpretation of weather information
mooring arrangements
effectiveness of the ship’s emergency response, including readiness and drills
shipboard communication systems (internal and external)
verification, interpretation, and analysis of recorded data
effectiveness of the port procedures, operational guidance and inter-agency communications during a flood event
analysis of relevant human factors.
Should a critical safety issue be identified during the course of the investigation, the ATSB will immediately notify relevant parties so appropriate and timely safety action can be taken.
A final report will be released at the conclusion of the investigation.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
On the morning of 18 February 2022, the pilot of a Raytheon B200, registered VH-MVP and operated by Eastern Air Link, conducted an air transport flight from Port Macquarie, New South Wales to Lord Howe Island. At about 0800 local time, the pilot commenced a distance measuring equipment (DME) arrival procedure into Lord Howe Island. While the flight was conducted under instrument flight rules (IFR), the pilot established visual meteorological conditions early in the approach enabling a transition to a visual approach.
The pilot then descended the aircraft visually below cloud while over the water to an altitude below 1,000 ft, while also positioning the aircraft for a straight-in approach to runway 10. During the approach, the aircraft entered an area of reduced visibility in rain and the aircraft touched down to the left of the runway.
What the ATSB found
At the time of the aircraft's final approach and landing, the aerodrome was experiencing a heavy rain shower with limited visibility, conditions that were marginal for visual flight. While the pilot commenced a visual approach to the runway with the required visual cues, it was highly unlikely that the required visual contact with the runway was retained throughout the approach.
Contrary to the missed approach requirements, the pilot did not commence a go around with the loss of visual cues, but instead continued towards the runway. This resulted in an increasing displacement from the runway centreline. Late in the approach with the aircraft close to the runway but with a significant displacement from the runway centreline, visual contact with the runway was reacquired.
Considerable manoeuvring with significant heading changes were required to realign the aircraft with the runway, resulting in an unstable approach. Despite not being within the operator's stabilised approach criteria the pilot elected to continue and land after assessing that a missed approach from short final held excess risk due to the high terrain in the vicinity of the runway. The realignment was unsuccessful, resulting in the aircraft touching down off and to the left of the runway, on the runway strip.
The investigation also identified several flights conducted by the operator that followed a similar approach profile to runway 10 as that used by the occurrence flight, which were also conducted in marginal weather conditions for visual approach operations. This practice significantly reduced obstacle clearance assurance for both an approach and a potential missed approach, thereby increasing risk. Consequently, the ATSB brought this safety issue to the operator's attention.
Further, the practice of joining for a short straight-in approach from well within the 3 NM requirement while also below a normal circuit height presented an increased collision risk to any aircraft operating within the aerodrome’s circuit using normal non-controlled aerodrome circuit procedures, or any aircraft conducting an instrument approach.
What has been done as a result
The operator, Eastern Air Link, amended its operations manual to ensure compliance with straight-in approach operational procedures as required under relevant regulations and the aeronautical information publication. The ATSB acknowledges this proactive action taken by Eastern Air Link but does not consider that it addresses the practice of conducting a visual approach in marginal weather conditions.
Consequently, the ATSB issued a recommendation to Eastern Air Link that further action be taken to address this safety issue.
Safety message
Adherence to operational procedures ensures consistency of pilot action and aircraft operation during the approach and landing phases of flight. This, along with careful monitoring of aircraft and approach parameters, ensures approaches are conducted safely.
Most importantly, an operator should encourage the use of the most appropriate and safe approach available. When conditions are marginal, the use of an instrument approach that provides obstacle clearance assurance minimises the risks of any unforeseen deterioration in conditions. These approach types provide a protected flight path for any missed approach and have been shown to be significantly safer than a visual approach when weather conditions are marginal.
The occurrence
At 0639 local time on 18 February 2022, a Raytheon B200 aircraft, registered as VH‑MVP and operated by Eastern Air Link,[1] departed Port Macquarie, New South Wales (NSW), on an air transport flight[2] to Lord Howe Island, NSW, under the instrument flight rules.[3] The aircraft was crewed by a single pilot and was carrying 6 passengers.
At 0707, the aircraft reached its cruise altitude of flight level (FL) 230.[4] Prior to descending the aircraft, the pilot recorded the weather conditions at Lord Howe Island[5] aerodrome as being: wind 020° at 6 kt, temperature 23 °C, broken[6] cloud at 1,100 ft and overcast cloud at 1,900 ft. At 0747, the pilot commenced the descent.
The pilot intended to conduct a distance measuring equipment (DME)[7] arrival procedure (see section titled Aids to navigation) with the aim of establishing visual flight conditions[8] as early as possible. Based on the reported weather conditions, the pilot expected to ‘become visual’ early in the arrival procedure. At that point, the pilot planned to conduct a visual approach, which entailed maintaining visual flight below any cloud while continuing towards the airport.
Before entering the island’s lagoon (Figure 1), the intention was to establish visual contact with the runway (see the section titled Aerodrome information). The aircraft would then be tracked towards a point between North Head and Rabbit Island, which would enable the pilot to intercept the runway’s extended centreline and position the aircraft on its final approach track. Once established on the final approach, the aircraft’s vertical profile could be checked using a known altitude target of 300 ft when abeam Rabbit Island.
Figure 1: VH-MVP approach into Lord Howe Island
Source: Google Earth, annotated by the ATSB
Early in the DME arrival procedure, the pilot established visual flight conditions, and at about 10 NM from the DME (10 DME), the aircraft descended below the 1,700 ft[9] segment lowest safe altitude for the arrival procedure. The pilot continued descending the aircraft towards the aerodrome, passing 1,000 ft at about 7 DME, and 600 ft at 5 DME. Near 5 DME, the aircraft commenced a slow left turn to track towards a point between North Head and Rabbit Island. At 3.3 DME, the aircraft descended to about 400 ft and then entered the aerodrome’s circling area.[10]
Following the incident, the pilot reported that on entering the circling area, North Head, Rabbit Island and the aerodrome were visible. Recorded tracking data showed that the aircraft turned onto final approach about 1.5 NM from the runway threshold, however, it was not established on the runway centreline. The aircraft began to track towards the airport, but with a displacement of about 125 m to the right of the extended runway centreline. As it descended toward the runway, the aircraft continued to track to the right of and parallel to the extended runway centreline. On passing Rabbit Island, the pilot reported that the aircraft’s altitude was the targeted 300 ft. From that point onwards, the aircraft began to diverge further from the runway centreline, and as it reached about 400 m from the runway threshold, it was about 140 m to the right of the centreline.
The pilot stated that visual contact with the runway was maintained throughout the final approach but, due to crosswind from the left and as the aircraft tracked into the lee of the mountain to the north of the runway, some realignment with the runway was necessary. Recorded data showed that at about 350 m from the runway threshold, there was a track change of about 15° to the left, toward the threshold. As the aircraft passed over the threshold, a right turn was initiated, and the pilot flared the aircraft for touchdown on the runway.
According to the pilot, during the final approach the aircraft started deviating from the centreline almost immediately after crossing the runway threshold. This coincided with the aircraft entering an unexpected rain shower, which led to a reduction in visibility and loss of visual contact with the runway. A go-around was commenced, but at the same time, the wheels touched down on the grass strip to the left of the runway. The pilot was aware that the aircraft had touched down to the side of the runway, but at the time thought that only the left main tyre was displaced at or around the edge of the runway. The pilot elected to therefore continue the landing, manoeuvring the aircraft onto the runway, and the landing rollout was completed on the runway. The aircraft landed at 0806.
Subsequently, the aircraft taxied clear of the runway at about 0807 and parked at the terminal. A postflight inspection of the aircraft did not identify any damage, and the pilot conducted the return service to Port Macquarie in VH-MVP later that morning.
Context
Pilot information
The pilot held an Air Transport Pilot (Aeroplane) Licence with a Class 1 medical certificate, was appropriately qualified for the flight, and had accumulated about 20,100 hours of flight experience, of which 2,500 hours were on the B200 type aircraft. In the previous 28 days, the pilot had flown 40 hours on this type. The pilot had significant experience of operations into Lord Howe Island.
The ATSB found no indicators that increased the risk of the pilot experiencing a level of fatigue known to affect performance.
Flight plan
The pilot submitted a flight plan prior to departure from Port Macquarie. That flight plan stated that:
the flight was a scheduled air service flight operating under instrument flight rules.
the aircraft’s performance category was CAT B.[11]
the aircraft was fitted with GNSS,[12] and both the aircraft and pilot were approved for performance-based navigation (PBN) operations,[13] such that:
for route navigation, the aircraft met the required navigation performance (RNP)2[14] requirements
for approaches, the aircraft was capable of the RNP APCH[15] standard.
the aircraft was fitted with an ADS-B transceiver.[16]
Port Macquarie, New South Wales was nominated as an alternate airport.[17]
Aerodrome information
General
Lord Howe Island is in the Tasman Sea about 600 km to the east of Port Macquarie. Lord Howe Island airport is non-controlled aerodrome situated in the centre of the island at one of its narrowest points (Figure 2). Significant terrain lies to the south of the airport, the most prominent being Mount Lidgbird (2,549 ft) at about 3.2 km and Mount Gower (2,871 ft) at about 5.1 km from the airport (Figure 1). The terminal was located at the south-eastern section of the airport. A Bureau of Meteorology automatic weather station (AWS) was also located at the eastern end of the airport.
The runway is located on level terrain between two hills, Transit Hill (433 ft) to the north, and Intermediate Hill (809 ft) to the south-east (Figure 2). The runway is at a height of 17 ft and aligned 100 °M and 280 °M (10/28). The sealed runway is 30 m wide, and the associated runway strip 90 m wide.[18] The published aerodrome information required operations to be confined to the runway’s sealed surface.
The approach to runway 10 was over the island’s lagoon. Significant terrain for the approach (Figure 1) was:
North Head Hill, (441 ft) situated 3.4 km from the runway threshold and about 300 m to the north of the extended runway centreline
Rabbit Island[19] (98 ft) located 1.1 km from the threshold and 250 m to the south of the extended runway centreline.
Significant terrain also affected a go-around from an approach to runway 10. Transit Hill and Intermediate Hill were the primary obstacles, but the departure track was also affected by:
Mutton Bird Point at 1.5 km from the end of the runway on the runway centreline
Mutton Bird Island (265 ft) at 2.7 km from the end of the runway and 950 m to the north of the centreline.
When the wind was more than 12 kt and from the northern sector—between 320 and 060 degrees—runway 10 and its approaches could be affected by moderate to severe mechanical turbulence.[20]
Aerodrome damage
After receiving notification about the off-runway landing by VH-MVP, the aerodrome operator inspected the runway. The inspection identified ground marks from an aircraft’s tyres along the left section of the runway strip, and a broken runway edge light on the left side of the runway about 1,000 ft (300 m) from the threshold of runway 10 (Figure 3). The ground markings indicated that the aircraft had touched down on the runway strip, with the closest main landing gear to the sealed runway surface about 2 m from the edge, and that the aircraft had quickly regained the runway shortly after touchdown.
Figure 3: Runway 10 damage
Source: The Lord Howe Island Board, annotated by the ATSB.
Aids to navigation
The island had a non-directional beacon (NDB)[21] and DME, which were co-located to the north of Transit Hill. Runway 10 was served by a straight-in RNP approach procedure (RNP RWY 10),[22] which had minimum descent altitude (MDA) of 800 ft and 4.5 km visibility for an aircraft fitted with a vertical profile capability (which VH-MVP was). An NDB approach procedure was also available, but this positioned the aircraft to the east of the runway and required a visual circling manoeuvre to enable the aircraft to land on runway 10.
The airport also had DME or GNSS arrival procedures that were based on sectors around the island. These arrival procedures were not associated with any runway, but instead provided a means for the aircraft to descend towards the airport and become established within the airport’s circuit area at a safe altitude. The route flown by VH-MVP placed the aircraft in the Sector A arrival procedure (Figure 4), which covered inbound tracks from 026‑088°. The descent profile for VH‑MVP has been superimposed over the arrival procedure’s profile. The circling minima for that arrival procedure, based on a CAT B aircraft, was an MDA of 1480 ft[23] with 2.4 km visibility. The arrival procedure chart also stated that circling to the south of the runway was prohibited.
Figure 4: DME arrival procedure with VH-MVP descent profile superimposed
Source: Airservices Australia, modified by ATSB.
The DME arrival procedure provided obstacle clearance for an IFR flight by positioning the aircraft within the aerodrome’s circling area at the circling MDA. From that point, the pilot was required to conduct a visual circling procedure, which required the pilot to establish visual contact with the landing runway and then manoeuvre to join that runway’s circuit pattern.
Once established within the circuit pattern at the MDA, further obstacle clearance for the descent to the runway was assured by remaining within the pattern, keeping the runway threshold in sight, and conducting a normal descent profile to the landing. For runway 10, the use of the normal circuit pattern, that is manoeuvring to the north of the runway using left turns for the circuit pattern, was critical for obstacle clearance, as manoeuvring to the south of the runway was prohibited—most likely due to the location and height of Intermediate Hill and the high terrain further south.
Aircraft information
General
The Raytheon Aircraft Company B200 aircraft, more commonly known as the Super King Air, is an all‑metal, low‑wing, twin‑engine turboprop aeroplane equipped with a retractable tricycle undercarriage. VH‑MVP could carry 2 flight crew and 9 passengers.
Maintenance inspection of the aircraft
On completion of the return flight to Port Macquarie, the operator’s maintenance provider conducted a manufacturer’s ‘operating from very soft or unusual terrain’ inspection. That inspection also included checks related to the suspected contact with a runway light. No damage was found, and the aircraft was returned to service.
Regulations and Aeronautical Information Publication
The Civil Aviation Safety Regulations (CASR) Part 91 and the Aeronautical Information Publication (AIP) contained several rules and procedures applicable to the descent and approach conducted by VH-MVP into Lord Howe Island. These concerned minimum en-route altitude, the conduct of operations at a non-controlled aerodrome, the visual approach for an IFR flight, visual circling, and the requirements for a missed approach.[24].
Descent and operations into a non-controlled aerodrome
Minimum safe altitudes
As an IFR flight, there were various minimum safe altitudes that the pilot of VH-MVP was required to meet during the flight. Under the CASR, the lowest safe altitudes for the enroute and descent segments were based on route or route segment minimum safe altitudes. Once established on the DME arrival procedure, the required minimum safe altitudes to be met were the various segment minimum safe altitudes and finally the minimum descent altitude (MDA) for that procedure (see the section titled Aids to navigation). After the pilot established visual flight conditions and transitioned to a visual approach, the descent was then limited to 500 ft above the water, until the landing phase of flight.
Operations into a non-controlled aerodrome
The CASRs also contained regulations governing the operation of aircraft in the vicinity of a non‑controlled aerodrome. These regulations required that, once an aircraft had joined the aerodrome’s circuit pattern, all turns were to be to the left, unless otherwise stated in the aerodrome’s published information. Runway 10 required a left circuit. The AIP included further procedures and guidance that recommended aircraft arriving at a non-controlled aerodrome conduct at least 3 legs of the local circuit pattern before landing. The regulations also required that, for the conduct of a straight-in approach, any manoeuvring prior to becoming established on the straight-in approach be carried out at least 3 NM from the threshold of the intended landing runway.
The Civil Aviation Safety Authority advisory circular (AC) 91-10v1.1—operations in the vicinity of non-controlled aerodromes provided advice and guidance on the conduct of operations around non-controlled aerodromes. This AC contained discussion on the various hazards that exist within this environment, which included those specific to the traffic circuit:
Most collisions occur on downwind or on final approach. There are many distractions during this time, including configuring the aircraft, completing checklists, setting equipment and communicating. Early completion of checklists and configuration changes will help to minimise distractions at this critical time.
The AC also contained the following regarding the conduct of straight-in approaches:
Pilots who choose to adopt a straight-in approach should only do so when it does not disrupt or conflict with the flow of circuit traffic. Regulation 91.395 requires a pilot conducting a straight-in approach to give way to any other aircraft flying in the circuit pattern. Nonetheless, pilots conforming to the circuit pattern, particularly on the base leg, should continue to check for traffic entering along the final approach path.
When conducting a straight-in approach, the aircraft must be established on final approach at not less than 3 NM from the landing runway threshold (regulation 91.395).
Visual approach and circling rules applicable to VH-MVP
The pilot of VH-MVP could transition from the DME arrival to a visual approach, but only under specific conditions:
the aircraft was required to be at an altitude of not less than the appropriate segment minimum safe altitude step for the DME arrival and less than 30 NM from the airport, and
the pilot had established and was able to continue flight to the aerodrome with visual reference with the ground or water, and
have visibility along the flight path of not less than 5,000 m or have the aerodrome in sight.
When the above conditions were fulfilled, a descent below the approach procedure’s segment minimum safe altitude could be commenced, but to no less than 500 ft above the water until the final descent to the runway.
If conditions for a visual approach did not exist, the pilot was required to maintain the aircraft at or above the MDA of 1,480 ft until the aircraft was established within the circling area, which commenced at 2.66 NM (4.9 km) from the runway’s threshold. Once within the circling area, the pilot was required to observe the following visual circling requirements while positioning the aircraft for final approach:
the aircraft remained within the circling area and clear of cloud
the pilot maintained:
sight of the ground or water
visual contact with the landing runway environment
flight visibility of not less than 2.4 km.
The pilot was also required to maintain a minimum of 300 ft clearance above all obstacles until the aircraft was established on the extended centreline of, and on a normal descent profile to, the runway. As the aircraft was entering the circling area in a no-circling segment by day, an additional requirement was that the pilot maintain visual flight conditions while operating within that segment.
Missed approach
For the visual approach conducted by VH-MVP into Lord Howe, the AIP indicated that a missed approach be conducted if visual reference was lost.[25] Visual reference was stated to mean the runway threshold, or approach lights, or other markings identifiable with the landing runway, being clearly visible to the pilot.
Operational information
Operations manual
The operator had an Operations Manual[26] that contained information required by flight operations personnel to perform their duties. These manuals also contained several policies and procedures relevant to the conduct of the approach into Lord Howe Island.
Descent procedures
Under the Operations Manual requirements, a pilot conducting an instrument flight rules (IFR) flight was authorised to conduct a visual descent and landing when the in-flight conditions met or exceeded visual meteorological conditions (VMC) criteria applicable for that airspace. For the approach into Lord Howe Island, when below 3,000 ft, the relevant criteria for VMC was visibility of 5,000 m while remaining clear of cloud and in sight of ground or water.
If the descent was to be conducted in instrument meteorological conditions, the operator’s policy stated that the pilot should consider conducting an instrument approach with a straight in landing rather than a circle-to-land manoeuvre. However, if operations below the normal circuit altitude were necessary due to weather, the manual required that the operation be conducted in accordance with the AIP visual circling procedures.
Approach and landing procedures
When an instrument approach was expected, the pilot was required to conduct that approach using instrument procedures. Once visual reference was established and could be maintained to the circling area of the destination airport, the pilot could transition from instrument procedures to visual procedures.
A visual approach was only authorised when VMC criteria were established, or the landing area was in sight, and at an altitude of not less than that prescribed for VFR flight which can then be maintained to the landing site. The manual also required compliance with the provisions of the AIP when conducting manoeuvres in the vicinity of aerodromes.
Stabilised approach criteria
In both VMC and IMC, all flights were required to be stable on the correct flight path by 300 ft above the aerodrome elevation, with only small changes in heading and pitch required to maintain that path. Additional stabilised approach criteria applied to instrument approaches, including that, during a circling approach, wings were to be level on final by 300 ft above aerodrome elevation. A special briefing was required when the pilot anticipated the need for unique approach procedures or abnormal conditions requiring a deviation from the elements of a stabilised approach.
Missed approach
When doubt existed as to the safe continuation of an approach and landing, or the approach was not stable below 300 ft above the aerodrome elevation, the pilot was required to conduct a missed approach. The missed approach policy also required pilots to comply with the AIP rules for when a missed approach was to be conducted following an instrument approach.
Aerodromes and routes
Policy, guidance and procedures for routes and airports used by the operator was contained in the operator’s Aerodromes and Routes Manual. This manual contained several general observations and requirements relevant to the conduct of operations at Lord Howe Island.
The manual noted that approach zones to either runway, as well as operations over the runway, could be subject to standing waves, severe turbulence, and wind shear. These standing waves were most likely to be encountered in the lee of the mountains. For approaches to runway 10, the manual noted that, in conditions where the wind was from the north, airspeed fluctuations and turbulence could be expected when on final.
The manual contained guidance recommending the latest METAR(s)[27] be obtained during flight, and early radio communication with Lord Howe Island to establish actual weather conditions. For instrument approaches into Lord Howe Island, the manual stated:
1. If it is necessary to conduct an instrument approach the DME/GPS Arrival offers the most convenient approach and uses the least fuel. 2. RNAV and NDB/DME approaches are also available with slightly lower minimum descent altitudes.
The manual also contained guidance on the conduct of an approach and landing to runway 10, which included:
1. When conducting a visual approach over the lagoon ensure that the weather conditions will permit a go-around to be conducted whilst remaining visually clear of terrain. 2. The aircraft must be established on final with wings level by 300’ AGL to comply with Eastern Air Link’s stable approach requirements… 5. A strong northerly will produce moderate turbulence when inside the lagoon on final for this runway and may produce down-draughts. 6. In northerly winds, the air curves around Transit Hill and can produce downwind on both runway thresholds. As a result undershoot shear may be experienced on late final approach to both runways. A strong up-draught is then set up around the middle of the runway, where the tailwind component becomes a headwind… If touch down is not achieved close to the threshold a roller coaster effect is then encountered, the aircraft then tends to climb or float. Depending on wind strength, a go-around may encounter moderate to severe turbulence until crossing Blinky Beach and into free air again.
Meteorological information
Automatic weather station and weather reporting
As well as the automatic weather station (AWS) located at the airport, the Bureau of Meteorology (BoM) also had a weather observer at Lord Howe Island. That observer was generally only available from 1000‑1600 local time. For further information on the AWS and weather data, see Appendix A – Bureau of Meteorology data. The airport also had an aerodrome weather information system (AWIS) service, which broadcast actual weather conditions as recorded by the AWS at 1-minute intervals. The AWIS was available to pilots through multiple sources, including through a standalone VHF transmitter.
Terminal forecasts
The pilot’s briefing package for the flight included an aerodrome forecast (TAF)[28] for Lord Howe Island issued at 0506. It covered a 24‑hour period from 18 Feb at 0500 through to 19 Feb at 0500. The expected conditions for the aerodrome were wind 050° at 12 kt, visibility of 10 km or greater but with showers of light rain, scattered cloud at 1,000 ft[29] and broken cloud at 2,500 ft. However, from 0500 to 1200, and for periods of more than 30 minutes but less than 1 hour (TEMPO), the weather could be expected to deteriorate in showers of moderate rain, with a visibility of 2,000 m and broken cloud at 1,000 ft.
Prior to the aircraft’s departure, two amendments to the TAF were issued. The first, issued at 0546, forecast similar weather conditions, but for the 0500 to 1200 TEMPO period the cloud associated with the moderate rain showers and reduced visibility had lowered to broken cloud at 800 ft. The second, issued at 0613, was substantially unchanged for the period covering the aircraft’s arrival. The pilot had not received the amended TAFs prior to the aircraft’s arrival at Lord Howe Island.
A further amended TAF was issued at 0801, just before the aircraft landed at Lord Howe Island. That TAF was also substantially unchanged for the period covering the aircraft’s landing.
Aerodrome weather reports
The BoM provided regular meteorological aerodrome reports (METARs) that were normally issued on the hour and half hour. When the data for the report was exclusively sourced from an AWS, the report would include AUTO within the text. When certain components of the report dropped below specific minima relevant to operations at the aerodrome, the Bureau would issue a special report (SPECI). If that report coincided with the normal METAR schedule, that scheduled report would be issued as a SPECI. A SPECI would also be issued where there was an improvement in the observed conditions that had persisted for 10 minutes.
In the period 0730 to 0830, the Bureau issued 6 SPECI reports. Those reports, listed at Appendix A – Bureau of Meteorology data, were issued as SPECIs for the following reasons:
The 0730 was a standard report issued as a SPECI due to the recorded cloud extent being broken with the base being below the alternate minima[30] of about 2,100 ft.
The 0800 was a standard report issued as a SPECI due to cloud below the alternate minima. Of note, this report included moderate showers of rain.
A SPECI distributed at 0802, about 4 minutes prior to the occurrence, was an extra report issued due to the visibility dropping below the alternate minima of 6 km, but also with cloud below the minima. The visibility had reduced to 5,000 m in light showers of rain.
A SPECI distributed at 0825, was a clearing report, issued due to visibility increasing above the alternate minima.
Two further SPECI’s were issued at 0828 and 0830. Both reported substantial reductions in visibility (5,000 m and 3,500 m, respectively) in showers of rain that were reported to be light and then heavy.
Bureau of Meteorology analysis of the weather for the arrival
The BoM provided an analysis of the weather conditions observed at Lord Howe Island during the period 0600 through to 0900 on 18 February. That analysis noted that the lowest cloud layer was mostly broken, with a base that varied between 800 ft and 1,800 ft. Rainfall was recorded in two distinct periods, including between 0802 and 0853. That rainfall was accompanied by visibility reductions and low cloud.
Recorded information
Airservices Australia used Automatic Dependent Surveillance Broadcast (ADS-B) data as a component of the airspace surveillance system. ADS-B is a satellite-based technology that requires aircraft to be fitted with an ADS-B capable transponder. Aircraft data is transmitted by the transponder via data link to a satellite and ground stations. That data included aircraft identification and four-dimensional position information derived from on-board navigation systems. The data was automatically provided in data packets at a rate of transmission greater one per second. ADS-B data records provided by Airservices were used to derive VH‑MVP’s tracking into Lord Howe Island.
The ADS-B data from VH-MVP provided the following information about its approach and landing:
The aircraft turned onto a straight-in final when it was about 1.5 NM from the runway threshold.
When on final approach, the aircraft was initially displaced by about 125 m to the right of the runway centreline.
During the initial part of the final approach, the aircraft’s track converged slightly with the centreline until, just before passing abeam Rabbit Island, it was displaced about 110 m to the right.
From that point, at about 1,400 m from the runway, the aircraft’s track began to diverge from the centreline.
At about 400 m from the runway threshold, and with a divergence of about 150 m to the right of the centreline, that divergence ceased, and shortly after the aircraft turned towards the runway, resulting in a track change of about 15° to the left.
The data included the aircraft’s landing phase, and turnoff at the taxiway into the terminal. The data was correctly aligned with the taxiway, indicating accurate navigational tolerance during the late phases of flight and the landing.
Airservices flight and communications data showed that, at the time of the approach and landing of VH-MVP, there was no record of any other aircraft operating in the Lord Howe Island airport circuit area. A second aircraft landed on runway 10 about 2 minutes after VH-MVP.
Witness observations
Ground witnesses
A number of witnesses near the airport observed the aircraft’s landing. These witnesses advised that, at the time of the aircraft’s arrival, there was a very heavy rain shower at the airport, with very limited visibility and very low cloud overhead (probably at about 100 ft). When the aircraft appeared out of the rain, it was very low. It banked sharply left to reach the runway and then right, which was almost immediately followed by a pronounced flare and touchdown. The touchdown occurred off the runway, on the grass.
Aircraft passenger
A passenger on board VH-MVP stated that the aircraft was in the clear approaching the lagoon, and that over the lagoon the cloud increased significantly. The pilot had turned the windscreen wipers on early during the approach as the aircraft had passed showers up towards North Head. During the approach, the witness could see the runway out the right side, but then the aircraft entered zero visibility with rain. The aircraft's wipers were on for the whole of the approach and landing.
Organisational and management information
Operations into Lord Howe Island
The operator provided advice relating to operations into Lord Howe Island, and the threats that were unique to this airport. This advice included the use of the DME arrival procedures, techniques for the approach to runway 10, and risks associated with that approach as well as for any subsequent go-around.
DME arrival priority
For an instrument approach into the island, the operator preferred the use of the DME arrival procedure as, while it did not align the aircraft with the runway, it was considered to provide the best opportunity to get into the airport. When the arrival weather was poor, most often those poor conditions were to one side of the island, while the other side was likely to be better. The DME arrival enabled the aircraft to descend early while on track and below any weather. If the aircraft could not descend below the minima, the arrival procedure brought the aircraft across the top of the island and most likely into better conditions, from which visual conditions and descent could be achieved.
Final approach to runway 10
For final approach off the DME arrival, the goal was to align with the centreline at North Head, which was 1.8 NM from touchdown. The aircraft would not join the circuit, but instead the goal was to position for a turn to join for a straight-in final approach. Pilots were instructed to establish the aircraft visually within the lagoon before positioning for final approach—this enabled clearance from obstacles, while the observation of wind lanes on the lagoon’s water aided in identifying likely turbulence. North Head and Rabbit Island enabled the pilot to establish alignment with the runway centreline.
The predominant risk for the approach into runway 10 at Lord Howe Island was from the turbulence often created by the hills in the immediate runway environment, and mountains further to the south. North Head also presented a risk, from both an obstacle and turbulence perspective, but also as a locale for bird populations.
Missed approach from runway 10
For the missed approach or go-around from runway 10, the hills around the airport were an immediate obstacle threat, particularly in poor weather. Strong turbulence early in the missed approach was most likely, which, when combined with the complexities of reconfiguring the King Air during this manoeuvre, while also operating single pilot and most likely head down, significantly increased risk. For this reason, pilots were required to ensure that the hills within the immediate north and south of the runway were visual before committing to final approach.
Operator’s assessment of VH-MVP’s approach
The operator stated that the final approach tracking of VH-MVP during this occurrence complied with the Operations Manual stabilised approach criteria.
ATSB review of operations
The aircraft that landed 2 minutes after VH-MVP was also an air transport service operated by the same operator. That aircraft used the same DME approach procedure profile, transiting into a visual approach, with the aircraft joining for a straight-in final approach from a point between North Head and Rabbit Island. That flight landed without apparent incident.
The similarity of these two approaches prompted the ATSB to review ADS-B data for other flights conducted by the operator into Lord Howe Island when conditions were most likely to be marginal for flight under VMC. The flights reviewed were air transport operations, and the conditions were based on Bureau of Meteorology METAR and SPECI reports covering the arrival times for that flight. The data is presented at Appendix D – Operations into Lord Howe Island runway 10.
Thirteen flights operated by the same operator into Lord Howe Island were reviewed. Seven conducted a DME arrival, where the aircraft descended below the MDA before the final approach fix and entered the aerodrome circling area below the circling MDA. The ADS-B data for these flights indicated the conduct of a visual approach for runway 10.
In each instance, the aircraft entered the circling area in the non‑circling segment and conducted a straight-in final approach from a right turn onto final while well inside 3 NM from the runway threshold. All but one were below the circling minima when they entered the circling area. For each of those 7 flights, the visibility recorded by the AWIS identified that the visibility at the automatic weather station was either at or below the 5 km required for VMC operations.
There were also examples of pilots using the RNP RWY 10 approach, but these were limited to aircraft arriving from Queensland and when weather conditions were significantly below that required to achieve VMC.
CASA surveillance
Due to the safety implications identified following the ATSB review of the operator’s approach tendencies, specifically the unstable nature of the occurrence approach, in June 2022 the ATSB advised the operator of an intent to disclose[31] these matters to the Civil Aviation Safety Authority (CASA). Following a meeting with CASA on the subject matter, CASA conducted an unscheduled surveillance event on Eastern Air Link’s operations during July and August 2022. The report from that surveillance event found that the off-runway landing of VH-MVP was likely the result of inconsistent operational practices relating to stabilised approach standard operating procedures.
In the period January 2018 to December 2022 CASA conducted 6 surveillance events on the operator. Of these events, 5 were scheduled events, 1 in 2019 and 4 in 2021, while the remaining event was the July/August 2022 unscheduled event. The observation from the unscheduled event was the only finding or observation raised from the 6 surveillance events.
On 22 March 2021, the pilot of a Piper PA-31P-350 Mojave commenced a GPS instrument approach into runway 11C at Bankstown Airport, NSW. The flight was conducted under the instrument flight rules. While the initial part of the approach proceeded normally, the aircraft started to deviate from the required track, with that deviation increasing to 0.5 NM (0.9 km) to the south of the required track. The Bankstown tower controller observed this and advised the pilot. The deviation continued until, after the aircraft had passed the final approach fix, the tower controller instructed the pilot to discontinue the approach. The pilot did not conduct a missed approach, but instead initially acknowledged the instruction and then requested clearance to continue the approach visually. While this was approved by the controller, it resulted in the aircraft operating significantly below the minimum allowable altitude.
The pilot then conducted extensive manoeuvring, including 2 orbits, at low altitude that were not in accordance with the approach requirements. Further, having descended visually below the minimum descent altitude, and commenced manoeuvring to position the aircraft for a landing at Bankstown Airport, the pilot did not conduct a missed approach when the aircraft exited the circling area and the required visual reference with the runway was lost. The aircraft completed the circling approach and landed safely on runway 11C.
Safety analysis
Introduction
On the morning of 18 February 2022, the pilot of a Raytheon B200, VH-MVP commenced a distance measuring equipment (DME) arrival procedure into Lord Howe Island. While the flight was conducted under instrument flight rules (IFR), the pilot established visual meteorological conditions (VMC) early in the approach enabling a transition to a visual approach. The pilot descended VH-MVP below the DME arrival procedure’s descent profile (a ‘low early’ profile), while positioning the aircraft for a straight-in approach to runway 10 from a point between North Head and Rabbit Island. Following the approach, the aircraft touched down to the left of the runway. This analysis will examine the meteorological and operational factors that led to the off-runway landing and the conduct of other similar approaches by the operator’s aircraft at this airport.
Marginal weather conditions
The aerodrome weather forecast (TAF) covering the arrival, which had been reviewed by the pilot, identified conditions were generally above that necessary for a visual approach, but also included periods when visibility would significantly deteriorate below those requirements. These weather conditions were substantially unchanged in subsequent amended forecasts. While the automated weather information system (AWIS) data recorded by the pilot prior to descent indicated suitable conditions for a visual approach, the AWIS only provided current conditions at the automatic weather station (AWS). It did not indicate likely changes in weather, nor conditions in the approach to runway 10.
Bureau of Meteorology weather observations covering the aircraft’s arrival identified weather conditions that were consistent with the forecasts and were marginal for the conduct of a ‘low early’ visual approach. Those reports, and witness observations, identified that at the time of the approach and landing, the aerodrome was experiencing a heavy rain shower with limited visibility. Further, information from a passenger on board the aircraft indicated that the aircraft had entered rain showers well before arriving over the runway threshold. The runway weather conditions recorded by the pilot from the AWIS preceded the deterioration in weather at the aerodrome prior to the aircraft’s landing.
The ‘low early’ plan
As the flight was an IFR operation, the pilot was required to meet specific safety heights and procedural rules for the descent and approach into Lord Howe Island. These safety heights and procedural rules could be relaxed through establishing criteria suitable to transition to a visual approach. In accordance with the operator’s preference, the pilot conducted a DME arrival procedure while also seeking to transition to a visual approach and descend below the arrival procedure’s circling approach minimum descent altitude (MDA) of 1,480 ft as early in the approach as possible (the low early profile).
Having transitioned to a visual approach, the pilot descended the aircraft below the MDA while well outside of the aerodrome’s circling area, entering the circling area from a direction that placed it within the no-circling zone. As a result, while manoeuvring the aircraft to intercept final approach, it was critical for terrain separation that the pilot maintain VMC (visibility of at least 5,000 m and not the circling visibility requirement of 2,400 m) and keep the runway threshold in sight.
Further, the pilot did not join the circuit for landing but instead turned onto a straight-in final at a point between North Head and Rabbit Island, which was less than the 3 NM required under the regulations. However, as there were no records of other aircraft operating within the aerodrome’s circuit pattern at the time, it is unlikely that this elevated risk during this phase of flight.
The final approach
The pilot stated that, on entering the aerodrome’s circling area, the required flight visibility was maintained and visual contact with the runway established and retained until the aircraft reached the runway threshold, whereupon the aircraft unexpectedly entered a shower.
However, recorded ADS-B data showed that it is very unlikely that the required visual reference was maintained during this period. The recorded early turn onto final, where the aircraft turned to fly parallel the extended centreline but with a significant displacement to the south of the centreline, and the continued displaced and parallel tracking of the extended centreline, indicate that it was extremely unlikely that the pilot had the runway threshold visual. This is further supported by the late manoeuvring to return the aircraft to the runway centreline, indicating that visual contact with the runway was reacquired just before this manoeuvring. Witness accounts are also consistent with the late visual acquisition of the runway.
The operator’s guidance for Lord Howe Island also stipulated that, when conducting a visual approach to runway 10, weather conditions should be sufficient to ensure that visual contact with the terrain around the runway can be maintained. This was intended to ensure the safety of a go-around‑, if needed. The late turn towards the runway indicated that it was extremely unlikely that the pilot had visual conditions capable of meeting this safety requirement. Further, the pilot was required to observe the AIP missed approach criteria, which included commencing a go-around‑ where visual contact with the runway was lost.
An unstable approach
The operator's stable approach criteria required 'only small changes in heading' to maintain the correct flight path. The correct flight path for the final approach to the runway included being on the extended runway centreline, or if displaced, needing only small changes in heading to return to that centreline. While the operator’s view that the realignment undertaken by VH-MVP was within those criteria, a change in heading to enable a 15° track adjustment to reacquire the centreline when only about 400 m from the threshold does not constitute a small change in heading.
The aircraft was not within the operator’s stabilised approach criteria, and under those policies, was required to conduct a go-around. However, having continued an approach without the requisite visual contact, both a continuation of the unstable approach, and a go-around without the required visual terrain separation, carried significant risk.
The late manoeuvring to reacquire the runway centreline resulted in the aircraft deviating left of the runway’s sealed runway surface and touching down to the left of the runway. Although the aircraft quickly recovered to the runway, it damaged a runway light.
Inappropriate use of the visual approach in marginal weather
For the approach into runway 10, the occurrence flight used a DME arrival and visual approach transition to descend below weather and position for a straight-in approach, but in visibility conditions that were marginal for this type of operation. The flight also approached the runway’s circuit area from a no-circling zone, and then joined the non-controlled aerodrome’s circuit through a turn onto a straight in approach from the opposite side to the normal circuit pattern while well within the required 3 NM limit for that manoeuvring. The investigation identified a number of similar approach profiles, also in marginal weather conditions for visual approach operations, that were conducted by the operator’s aircraft to runway 10.
As demonstrated by the occurrence flight, this approach method in marginal weather conditions removes obstacle clearance assurance for both an approach and any potential missed approach, thereby increasing risk. Further, as identified by advisory circular (AC) 91-10v1.1, the operator’s regular practice of joining for a short straight-in approach from well within the 3 NM requirement while also below a normal circuit height, presented an increased collision risk to aircraft operating within the aerodrome’s circuit using normal non‑controlled aerodrome circuit procedures, or any aircraft conducting an instrument approach.
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors.
Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the touchdown off the runway surface by VH-MVP at Lord Howe Island Airport on 18 February 2022.
Contributing factors
At the time of the aircraft's final approach and landing, the aerodrome was experiencing a heavy rain shower with associated limited visibility, conditions that were marginal for visual flight.
The pilot commenced a visual approach to the runway with the required visual cues, but during final approach over the lagoon visual contact with the runway was lost as the aircraft entered a heavy shower. Contrary to the missed approach requirements, the pilot did not commence a go around but instead continued towards the runway, resulting in an increasing displacement from the runway centreline until late in the approach when visual contact with the runway was reacquired.
Contrary to the operator's stabilised approach criteria, the pilot elected to continue and land from an unstable approach, where the aircraft required significant late heading changes to align with the runway. The realignment was unsuccessful, resulting in the aircraft touching down off and to the left of the runway, on the runway strip.
The pilot did not conduct a missed approach, as, based on their significant experience with operations at Lord Howe, the pilot assessed that a missed approach from short final held excess risk due to the high terrain in the vicinity of the runway.
The pilot elected to conduct a distance measuring equipment arrival with the intent to convert to a visual approach as early as possible and continue the approach below any weather to the aerodrome's circling area and then continue for a landing in marginal weather conditions.
Other factors that increased risk
The occurrence flight used a distance measuring equipment arrival procedure to establish a visual approach in unsuitable visibility conditions. The investigation identified a number of similar approaches conducted by the operator in marginal visibility conditions. Using this approach method, rather than a straight in instrument approach, significantly reduced obstacle clearance assurance for both an approach and any potential missed approaches, and increased the risk to both the operator’s and other aircraft through the use of a non-standard circuit procedure. (Safety issue)
Safety issues and actions
Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.
Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the aviation industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.
All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.
Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.
Inappropriate use of the visual approach in marginal weather
Safety issue description: The occurrence flight used a distance measuring equipment (DME) arrival to establish a visual approach in unsuitable visibility conditions. The investigation identified a number of similar approaches conducted by the operator in marginal visibility conditions. Using this approach method, rather than a straight in instrument approach, significantly reduced obstacle clearance assurance for both an approach and any potential missed approaches, and also increased the risk to both the operator’s and other aircraft through the use of a non-standard circuit procedure.
Safety recommendation description: The ATSB recommends that Eastern Air Link address the safety issue, through provision of guidance and training to flight crew concerning the safest option in the selection of an approach method when weather conditions are marginal for the conduct of a visual approach.
Safety action not associated with an identified safety issue
Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. The ATSB has been advised of the following proactive safety action in response to this occurrence.
Additional safety action by the Civil Aviation Safety Authority
The Civil Aviation Safety Authority identified a lack of clarity/imprecision within the Aeronautical Information Publication regarding the application of AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.5 HOLDING, APPROACH AND DEPARTURE PROCEDURES, subsection 1. HOLDING AND INSTRUMENT APPROACH TO LAND (IAL) PROCEDURES, sub subsection 1.9 Missed Approach – Standard Procedures, and its link to sub subsection 1.14 Visual approach requirements for IFR flights.
Specifically, while paragraph 1.14.6 outlines that the visual approach is subject to the requirements of sub subsections 1.6, 1.9 and 1.13, 1.9 does not itself reflect that a missed approach must be executed from a visual approach if the required visibility is lost. To clarify this requirement, CASA will propose to other AIP stakeholders to amend AIP ENR 1.5 to include new content containing this requirement.
Glossary
AC Advisory circular
ADS-B Automatic dependent surveillance broadcast
AIP Aviation information publication
ATC Air traffic control
AWIS Aerodrome weather information service
AWS Automated weather station
CASA Civil Aviation Safety Authority
CASR Civil Aviation Safety Regulations
CAT B Aircraft performance category B
DME Distance measuring equipment
FL Flight level
FO First officer
GNSS Global navigation satellite system
IFR Instrument flight rules
IMC Instrument meteorological conditions
MDA Minimum descent altitude
METAR Aviation routine weather report
NDB Non-directional beacon
PBN Performance based navigation
RNP(x) Required navigation performance with the designator (x) identifying the accuracy in nautical miles
RNP APCH RNP approach
SPECI Aviation special weather report
TAF Aerodrome forecast
VFR Visual flight rules
VMC Visual meteorological conditions
Sources and submissions
Sources of information
The sources of information during the investigation included:
the pilot of VH-MVP
Eastern Air Link
Civil Aviation Safety Authority
Airservices Australia
Bureau of Meteorology
Lord Howe Island Board
witnesses to the incident.
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
the pilot of VH-MVP
Eastern Air Link
Civil Aviation Safety Authority
Submissions were received from:
Eastern Air Link
Civil Aviation Safety Authority
witnesses.
The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.
Appendices
Appendix A – Bureau of Meteorology data
Automated weather stations
The Bureau of Meteorology’s automated weather stations (AWS), such as the one located at Lord Howe Island airport (YLHI), provided automated weather observations at one-minute intervals on sensor derived data that included surface wind, air pressure, rainfall, cloud information, and visibility. This data was transmitted to the Bureau for use in forecasting, and was also used for other information services, including the provision of aerodrome weather information services (AWIS) and aerodrome weather reports, also known as meteorological aerodrome reports (METAR).
The wind records were generally an average of the previous 10 minutes, but with exceptions that covered significant variations. The cloud and visibility data were based on one-minute data output from ceilometer and visibility meters.[33]
Ceilometer
The ceilometer used a single vertical-pointing laser beam to obtain spot heights of the cloud base directly above. The cloud base was identified as being the height of the peak reflected light intensity. Only heights up to 12,500 ft were reported. Cloud type was not reported. Processing data over time produced an estimate of cloud amount. There were several limitations to ceilometer data, including misreporting of stationary cloud amounts due to minimal cloud movement, and a time lag in reporting rapidly changing cloud conditions, as well as other limitations related to the accuracy of the ceilometer output associated with the instrument and the sampling method used. Figure 5 displays the recorded ceilometer data for the YLHI AWS covering the period 17 February at 1200 UTC to 2359 UTC (17 February at 2300 to 18 February 1100 local time).
Figure 5: YLHI ceilometer data
Source: Bureau of Meteorology
Visibility meter
The visibility meter used the visible light forward scatter principle of operation. Light from a high intensity light source was beamed into a scattering volume (approximately 1 litre) which was viewed by a receiver. Visibility was deduced from the amount of light received. Water, dust or smoke particles, which cause a reduction in visibility, will increase the scattering. Data is collected over a 10-minute period and processed using a formula which gives a higher weighting to any reports of lower visibility. Visibility meter output represents the visibility at a single point and may not be representative of the visibility away from that point.
When an air mass with reduced visibility moved across the airfield, such as a fog bank or a shower, the sensor will not detect that reduced visibility unless it also moved across the sensor. There may be other limitations as to the accuracy of the visibility output associated with the instrument and the sampling method used. Figure 6 displays the recorded ceilometer data for the YLHI AWS covering the period 17 February at 1200 UTC to 2359 UTC (17 February at 2300 to 18 February 1100 local time).
Figure 6: YLHI visibility meter data
Source: Bureau of Meteorology
Terminal forecasts issued for Lord Howe Island
The following terminal forecast (TAF) for Lord Howe Island (YLHI) were issued by the Bureau of Meteorology on the 18 February:
TAF AMD YLHI 172101Z 1721/1818 01014KT 9999 -SHRA SCT015 BKN025 TEMPO 1721/1801 2000 SHRA BKN008 TEMPO 1801/1804 3000 SHRA BKN010 INTER 1804/1808 4000 SHRA BKN010 RMK T 23 24 24 24 Q 1012 1013 1012 1011
Weather observations issued for Lord Howe Island
The weather observation reports were sourced from the island’s AWS. Data sourced solely from automated observations included AUTO in the report’s text. Actual weather observations (METAR) were reported at the hour and half hour. A METAR would be designated as a SPECI, or issued in addition to the regular reports, under the following conditions:
SPECI is used to identify reports of observations when conditions are below specified levels of visibility and cloud base; when certain weather phenomena are present; and when the temperature, pressure or wind change by defined amounts. SPECI is also used to identify reports of observations recorded 10 minutes following an improvement in visibility, weather or cloud to METAR conditions.
Regarding the criteria that would trigger a SPECI for YLHI, these were:
visibility less than the highest alternate minimum (which was 6,000 m) or 5,000 m, whichever was greater
when there is broken or overcast cloud below the aerodrome’s highest alternate minimum cloud base (which was 2,160 ft AGL) or 1,500 ft, whichever is greater
moderate or heavy precipitation.
The Bureau issued the following automated METAR/SPECI reports on the 18 February for Lord Howe Island (YLHI) between 0730 and 0830:[34]
SPECI YLHI 172030Z AUTO 03006KT 350V050 9999 // BKN012 BKN016 OVC021 23/21 Q1012 RMK RF00.0/021.2
SPECI YLHI 172100Z AUTO 03013KT 9999 SHRA SCT010 OVC016 22/21 Q1012 RMK RF00.0/021.2
SPECI YLHI 172102Z AUTO 02013KT 5000 -SHRA BKN010 OVC018 22/20 Q1012 RMK RF01.0/022.2
SPECI YLHI 172125Z AUTO 04012KT 8000 -SHRA BKN010 OVC018 22/21 Q1012 RESHRA RMK RF00.0/023.4
SPECI YLHI 172128Z AUTO 04013KT 5000 -SHRA BKN010 OVC018 OVC033 22/21 Q1012 RESHRA RMK RF01.0/024.4
SPECI YLHI 172130Z AUTO 04013KT 3500 +SHRA BKN010 OVC018 OVC033 22/21 Q1012 RMK RF01.8/025.2
Analysis of weather data
The Bureau of Meteorology provided an analysis of observed weather conditions at Lord Howe Island. For the period 1900-2200 UTC on the 17 February 2022 (18 February from 0600 to 0900 local), the following conditions were observed.
Wind speed and direction
Observed winds at YLHI were moderate north to north-easterly.
Cloud
The Lord Howe Island ceilometer recorded a layer of mostly broken, occasionally scattered, low cloud with base varying between approximately 800 ft to 18,00 ft AGL. Cloud base was lowest during periods of rainfall. A secondary layer of cloud with base at approximately 5,000 ft to 6,000 ft AGL was observed at times. These observations were consistent with the 23Z aerological diagram, which indicated two shallow saturated air layers at approximately 1,000 ft and 5,500 ft AGL.
Rainfall
Rainfall was recorded in the METAR/SPECIs up until 1924 UTC (0624 local time) and then again between 2102 and 2153 UTC (0802 to 0853 local time), and the ceilometer and visibility meters indicated accompanying visibility reductions and low cloud. Satellite imagery indicated that this rainfall was associated with a convective cloud moving over the aerodrome. This was consistent with the 23Z areological diagram which indicated an unstable convective environment.
Low Cloud within 5 NM of the aerodrome
Satellite imagery indicates that some areas within a 5 NM radius of the airport were, at times, clear of any cloud. Where cloud was present on the satellite imagery, it is reasonably likely that these were areas of broken low cloud. The uncertainty is due to the lack of direct observations and the difficulty in determining whether low cloud is less or more likely to form over the ocean than at Lord Howe Island. On the one hand, a moist marine environment was favourable for the development of low cloud, but conversely, the absence of orographic uplift (uplift of air caused by movement over elevated topography) was less favourable for the development of low cloud.
The likely presence of showers in the marine environment increased the likelihood of low cloud.
Appendix B – Regulation and the Aeronautical Information Publication
The Civil Aviation Safety Regulations (CASR) Part 91[35] and the Aeronautical Information Publication (AIP)[36] contained certain rules and procedures relevant to the conduct of the descent and approach of VH-MVP—which was an Instrument Flight Rules (IFR) flight operating in class G[37] airspace to a non-controlled aerodrome. These rules and procedure covered minimum heights, operations into a non-controlled aerodrome, the visual approach, and visual circling.
Minimum heights
For the en-route and descent phase of the flight, CASR r.91.305 required a minimum height to be maintained. This height was determined by methods including either a published lowest safe altitude for the aircraft’s route or route segment, or a minimum sector altitude published in an aeronautical information publication. This minimum height requirement did not apply when the aircraft was:
being flown in visual meteorological conditions (VMC) by day
landing
being flown in accordance with a visual approach procedure, or
being flown in accordance with an instrument approach procedure.
These minimum height requirements were repeated in various parts of the AIP, but more specifically, the exceptions to the minimum height requirement included the conduct of a published DME or GNSS arrival procedure.[38]
Once established in VMC and conducting the visual approach, CASR regulations 91.265 and 91.267 determined the minimum height for the descent and continued tracking into Lord Howe Island. As the route was exclusively over water and not over a populous area or a public gathering, the minimum height was 500 ft above the water or land within 300 m immediately below the aircraft, or any obstacles thereon, except when the aircraft was landing.
Operations into a non-controlled aerodrome
The Civil Aviation Safety Regulations (CASR) contained regulations that mitigated the risk of collision for aircraft operating in the vicinity of a non-controlled aerodrome.[39] A non-controlled aerodrome was one that was in uncontrolled airspace, while the vicinity of that aerodrome included being within 10 NM of the aerodrome reference point. Two regulations specifically applied to the conduct of the approach into Lord Howe Island airport, a non-controlled aerodrome, by VH‑MVP.
For aircraft operating within the circuit pattern for landing at YLHI, all turns were required to be to the left.[40]
A straight-in approach to YLHI runway 10 was prohibited, except when all manoeuvring to establish the aircraft on final approach was carried out at least 3 NM from the threshold of the runway intended to be used for the landing.[41]
The AIP also contained procedures and guidance on circuit entry,[42] which recommended aircraft joining the circuit do so no later than mid-downwind while also giving way to other circuit traffic. The AIP also repeated the rule concerning straight-in approaches at non-controlled aerodromes.[43]
Visual approach procedure
The AIP contained the visual approach procedure applicable to an IFR flight.[44] For the approach of VH-MVP into Lord Howe Island, these procedures stated that the pilot could discontinue the DME arrival procedure if, by day and within 30 NM of the aerodrome, with the aircraft at or above the relevant DME step altitude, the aircraft is established: [45]
clear of cloud
in sight of ground or water
with flight visibility of not less than 5,000 m, or the aerodrome in sight
and can subsequently maintain these 3 criteria while at an altitude of not less than 500 ft[46] above the water.
A visual approach procedure should be visually terminated by joining the circuit as per AIP ENR 1.1 paragraphs 9.12, 9.13 or 9.14. By contrast, visual circling and missed approach procedures are terminating phases of an instrument approach.
In the specific case of Lord Howe Island, a visual approach procedure can be flown in lieu of continuing the DME arrival or instrument approach if the above conditions exist. By undertaking a visual approach the DME arrival or instrument approach is discontinued and the flight continued to the aerodrome visually, joining the circuit as per AIP ENR 1.1 paragraphs 9.12, 9.13 or 9.14.
Alternatively, if the DME arrival or instrument approach is continued, the flight should continue tracking as per the published procedure, where dependant on the conditions encountered, either visual circling or a missed approach conducted. A missed approach should also be conducted if the required visibility is lost while conducting a visual approach.
Advice from CASA on the relationship between the visual approach and missed approach requirements under the AIP, stated that there was a lack of clarity between these two procedural requirements. While ENR 1.5 paragraph 1.14.6 outlined the visual approach and is subject to the requirements of paras 1.6, 1.9 and 1.13, paragraph 1.9 does not itself reflect that a missed approach must be executed from a visual approach if the required visibility is lost.
Circling approaches and visual circling
An instrument approach can be aligned with a particular runway, in which case it is described as a straight-in approach, or non-aligned. For the non-aligned case, the instrument approach positions the aircraft within the aerodrome environment, from which the pilot is then required to visually manoeuvre the aircraft (visual circling) into position for a landing onto the runway. This extension of the instrument approach procedure is known as the circling approach.
The circling approach procedure was based on the concept of the pilot maintaining visual contact with the runway while the aircraft was circled at the circling minimum descent altitude (MDA) to position it within the aerodrome’s traffic pattern. When the aircraft was established in the normal traffic pattern, descent would be commenced at a point that would enable a normal rate of descent to the runway, thereby further ensuring obstacle clearance below the MDA.
Circling approach MDA
Obstacle clearance during visual circling was assured through a survey of airspace above a specific area around the aerodrome—known as the circling area. This circling area was designed to circumscribe normal manoeuvring for landing under specific environmental conditions. The dimensions of the circling area were determined by the aircraft’s performance category. VH-MVP was a CAT B aircraft. The circling area for a CAT B aircraft was established by drawing an arc of 4,926 m (2.66 NM) centred on the threshold of each usable runway and joining these arcs by tangents.
Under instrument flight conditions, a CAT B aircraft required a minimum of 300 ft separation from all obstacles within this circling area. An obstacle survey around Lord Howe Island aerodrome identified that an aircraft within this CAT B circling area was required to be at a minimum altitude (MDA) of 1,580 ft, or 1480 ft with an accurate barometric pressure reading, to ensure the required obstacle clearance was maintained. This was also the circling MDA for the DME/GNSS arrival procedure conducted into Lord Howe Island.
Descent from the circling MDA
For a circling approach into Lord Howe Island from the GNSS/DME arrival procedure, descent below the circling MDA required the pilot to meet a number of criteria:
the aircraft was to be maintained within the circling area; and
the pilot maintained a visibility, along the intended flight path, of not less than 2,400 m; and
the pilot maintained visual contact with the landing runway environment (i.e. the runway threshold or approach lighting or other markings identifiable with the runway).
There were also criteria that related to the establishment of a continuous descent to the runway using normal manoeuvring and rates of descent, and obstacle clearance requirements until aligned with the runway.
Descent when not in the traffic pattern
The basic concept of establishing the aircraft within the traffic pattern before commencing the descent had an exception. In daylight and in conditions where obstacles could be seen, the pilot was permitted to descend from the circling MDA from any position within the circling area while maintaining obstacle clearance of not less than that required for the aircraft’s performance category. Once the pilot had initiated descent below circling MDA, the obstacle protection offered by visual circling at the MDA ended and the pilot was responsible for visually ensuring the required clearance from obstacles.
Appendix C – Lord Howe Island instrument approaches
Figure 7: Lord Howe Island NDB approach procedure
Source: Airservices Australia
Figure 8: Lord Howe Island RNP RWY 10 approach procedure
Source: Airservices Australia
Appendix D – Operations into Lord Howe Island runway 10
Table 1 contains data relevant to various approaches by the operator into Lord Howe Island runway 10 during marginal weather conditions. For each flight, the table identifies the type of approach conducted by a particular flight, the manoeuvring to align that aircraft with final approach to land, and the latest reported meteorological conditions prior to the aircraft landing.
Table 1: Approaches into Lord Howe Island conducted by operator on days with marginal weather conditions (identified in red)
Landed YHLI (UTC)
Approach Type
Circling
METARs (UTC)
Date
Time
Visual circling
< MDA @ 5 NM
< circling MDA @ circle area
Within no circling zone
Right base < 3 NM
17 Feb
2106
DME Arr
Yes
Yes
Yes
Yes
Yes
YLHI 172102Z AUTO 02013KT 5000 -SHRA BKN010 OVC018 22/20 Q1012
17 Feb
2108
DME Arr
Yes
Yes
Yes
Yes
Yes
YLHI 172102Z AUTO 02013KT 5000 -SHRA BKN010 OVC018 22/20 Q1012
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
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Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
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[1] Eastern Air Link was a subsidiary of the Eastern Air Services Group. VH-VMP was owned by Eastern Air Services but operated by Eastern Air Link.
[2] A passenger transport operation or cargo transport operation that is conducted for hire or reward, as defined under the Civil Aviation Safety Regulations Dictionary Part 2.
[3] Instrument flight rules (IFR): a set of regulations that permit the pilot to operate an aircraft in instrument meteorological conditions (IMC), which have much lower weather minimums than visual flight rules (VFR) under which pilot’s must operate to the visual meteorological conditions (VMC). Procedures and training are significantly more complex for IFR as a pilot must demonstrate competency in IMC conditions while controlling the aircraft solely by reference to instruments. IFR-capable aircraft have greater equipment and maintenance requirements.
[4] Flight level: at altitudes above 10,000 ft in Australia, an aircraft’s height above mean sea level is referred to as a flight level (FL). FL 230 equates to 23,000 ft.
[5] The weather information was sourced from the Aviation Weather Information Service (AWIS). For further information, see the section titled Automatic weather station and weather reporting.
[6] Cloud cover: in aviation, cloud cover is reported using words that denote the extent of the cover – ‘scattered’ indicates that cloud is covering between a quarter and a half of the sky and ‘broken’ indicates that more than half to almost all the sky is covered.
[7] A radio navigation aid that provides the distance (in nautical miles) from the aircraft to the aid.
[8] See the section titled Visual approach and circling rules applicable toVH-MVP.
[9] All heights are referenced to sea level, unless otherwise stated.
[10] See the section titled Visual approach and circling rules applicable to VH-MVP.
[11] For the purposes of determining safety-based criteria such as landing minima for an instrument approach procedure, aircraft are separated into performance categories. These categories are based on aircraft configuration and weight criteria, and the aircraft’s indicated airspeed under these conditions at the threshold when landing. CAT B covers airspeeds from 91-120 kt.
[12] Global navigation satellite system. The term GNSS is given to a worldwide position, velocity, and time determination system, that includes one or more satellite constellations, receivers, and system integrity monitoring, augmented as necessary to support the required navigation performance for the actual phase of operation. There are currently four implementations of GNSS, the US GPS, the European GALILEO, the Russian GLONASS and the Chinese BDS.
[13] Area navigation based on performance requirements for aircraft operating along an ATS route, on an instrument approach procedure, or in a designated airspace. Performance requirements are expressed in navigation specifications using terms of accuracy, integrity, continuity, availability and functionality needed for the proposed operation in the context of a particular airspace concept. The availability and use of GNSS is a key component of the PBN specification.
[14] Required navigation performance (RNP). A navigation specification based on area navigation that includes the requirement for on-board performance monitoring and alerting. The suffix to RNP identifies the type and precision (in NM) of the navigation for a particular phase of flight.
[15] RNP APCH, previously designated as the RNAV GNSS approach, is a GNSS based non-precision approach procedure. It requires more precise navigation accuracy as the aircraft progresses along the approach, with 1 NM accuracy for the initial and intermediate segments, and 0.3 NM for the final approach segment.
[17] An aerodrome to which an aircraft may proceed—when it becomes either impossible or inadvisable to proceed to or to land at the aerodrome of intended landing—where the necessary services and facilities are available, where aircraft performance requirements can be met and which is operational at the expected time of use.
[18] The runway strip is a defined area around a runway that is provided to, amongst other things, reduce the risk of damage to an aircraft that may run off the runway. The strip is graded and generally free from obstacles. The runway is located centrally within the strip.
[19] A previous name for the island, now known as Blackburn Island.
[20] Interaction between flowing air and terrain, in particular irregular terrain and man-made obstacles, causing turbulence known as mechanical turbulence.
[21] A radio beacon operating in the medium or low frequency bandwidths. NDBs transmit a signal of equal strength in all directions. The signal contains a coded element which is used for station identification. NDBs are often associated with Non-Precision Approach procedures.
[22] See Appendix C – Lord Howe Island instrument approaches.
[23] The minima titles are shaded, identifying that the published minima could be reduced by 100 ft when using an actual QNH, such as that provided by the Lord Howe Island AWIS.
[24] For further detail see Appendix B – Regulation and the Aeronautical Information Publication.
[25] Advice from CASA stated that the AIP requirements regarding the missed approach procedures did not properly reflect that a missed approach must be executed from a visual approach if the required visibility is lost (see Appendix B – Regulation and the Aeronautical Information Publication).
[26] The term ‘Operations Manual’ was used by the operator to describe 6 volumes required under aviation legislation. The volumes relevant to the conduct of the approach and landing of VH-MVP were: Volume 1 Administration, Volume 2 Aircraft Operations, and Volume 3 Aerodrome and Routes.
[27] See the section titled Aerodrome weather reports.
[28] Aerodrome Forecast (TAF): a statement of meteorological conditions expected for a specific period of time in the airspace within a radius of 5 NM (9 km) of the aerodrome reference point.
[29] The stated cloud height was for the base of that cloud mass. For TAF, cloud heights are referenced to the aerodrome elevation. For other forecasts, heights are expressed with reference to mean sea level.
[30] Alternate minima: specified weather conditions or facilities for a particular aerodrome such that, if the weather conditions or facilities are less than the alternate minima, the pilot in command must provide for a suitable alternate aerodrome.
[31] Under the provisions of the Transport Safety Investigation Act 2003 section 61.
[33] The ceiling and visibility data was not subject to the Bureau’s quality control procedures, this should be considered when interpreting the data.
[34] The reason for the SPECI designation is in brackets after the report.
[35] CASR Part 91 General operating and flight rules.
[36] The AIP edition applicable for the approach was dated 2 December 2021.
[37] Class G airspace was uncontrolled airspace. Both IFR and VFR aircraft were permitted to operate within this airspace, and an ATC clearance not required for these operations. See AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.4 ATS AIRSPACE CLASSIFICATION, subsection 4. CLASSES OF AIRSPACE-SERVICES AND REQUIREMENTS.
[38] AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.5 HOLDING, APPROACH AND DEPARTURE PROCEDURES, subsection 1. HOLDING AND INSTRUMENT APPROACH TO LAND (IAL) PROCEDURES, sub-subsection 1.4 Minimum Route Altitudes.
[39] CASR Part 91 General operating and flight rules, Subpart 91.D—Operational procedures, Division 91.D.4—Flight rules, Subdivision 91.D.4.6—Avoiding collisions at or in the vicinity of aerodromes.
[42] AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.1 GENERAL RULES, subsection 9. OPERATIONS IN CLASS G AIRSPACE, sub-subsection 9.12 Circuit Entry.
[43] AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.1 GENERAL RULES, subsection 9. OPERATIONS IN CLASS G AIRSPACE, sub-subsection 9.13 Straight-in Approach, paragraph 9.13.4.
[44] AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.5 HOLDING, APPROACH AND DEPARTURE PROCEDURES, subsection 1. HOLDING AND INSTRUMENT APPROACH TO LAND (IAL) PROCEDURES, sub subsection 1.14 Visual approach requirements for IFR flights.
[45] AIP ENR 1 GENERAL RULES AND PROCEDURES, section 1.5 HOLDING, APPROACH AND DEPARTURE PROCEDURES, subsection 1. HOLDING AND INSTRUMENT APPROACH TO LAND (IAL) PROCEDURES, sub subsection 1.14 Visual approach requirements for IFR flights
[46] Determined by the minimum heights prescribed under CASR 91.265 or 91.267.
Occurrence summary
Investigation number
AO-2022-007
Occurrence date
18/02/2022
Location
Lord Howe Island Airport
State
New South Wales
Report release date
24/05/2023
Report status
Final
Investigation level
Defined
Investigation type
Occurrence Investigation
Investigation status
Completed
Mode of transport
Aviation
Aviation occurrence category
Runway - Other
Occurrence class
Serious Incident
Highest injury level
None
Aircraft details
Manufacturer
Raytheon Aircraft Company
Model
B200
Registration
VH-MVP
Serial number
BB-1812
Aircraft operator
Eastern Air Link
Sector
Turboprop
Operation type
Part 135 Air transport operations - smaller aeroplanes
On the evening of 22 February 2022, a severe weather system developed over south‑east Queensland and started to affect the Queensland Rail North Coast rail line south of Gympie.
At 2332 on that day, freight train Y279, operated by Aurizon, departed Acacia Ridge in Brisbane for a journey via the North Coast rail line to Stuart Yard, near Townsville. As train Y279 travelled north, the weather system intensified throughout the evening and into the early hours the following day.
On 23 February 2022, at 0232, a signalling system outage between Cooran and Traveston resulted in signal CR25 at Cooran to display a red (stop) indication. Network control informed the driver of Y279 about the outage and told them to stop at Cooran for further instruction. Around the same time, the Queensland Rail environmental monitoring station at Traveston generated a critical flood alarm due to the water level overtopping the rails at the cross‑track drain. Network control personnel were aware of the weather conditions and related signalling system outages and had received reports from rail traffic crew of heavy rainfall and flood water around the track at several locations including Pomona. However, the report of floodwater at Pomona by the driver of Y279 did not occur until after train had passed through the area and arrived at Cooran. Network control personnel were not alerted to the automated critical flood alarm at Traveston, the next location.
At 0309, network control personnel instructed the driver of Y279 to proceed according to the green indication now displayed on CR25. The driver, aware of the local conditions and the flood‑prone area ahead, continued toward Traveston at reduced speed. At about 0318, while travelling at 33 km/h, the driver noticed an abnormality with the track ahead and placed the automatic brake control handle to the emergency position.
Shortly after, train Y279 derailed, and the lead and trailing locomotives rolled and came to rest on their sides. Three wagons also derailed, with some of the containerised load becoming dislodged from the twist lock mounts. The driver sustained minor injuries during the derailment and rollover.
What the ATSB found
The ATSB found that, when the network control workstation for the Glass House Mountains to Gympie North area was transferred from the Brisbane Operations Centre to the Rail Management Centre, weather-related warning and alarm messages would no longer be directly displayed at the workstation. Instead, the system would broadcast email and text messages to key personnel to promptly alert them of related alarm states on the network. However, this system had not been correctly configured, and entries for key personnel details had been left empty.
In addition, a procedure required Queensland Rail personnel located at the Fault Coordination Centre to follow up and contact network control if an alarm was not acknowledged in a timely manner. The procedure was ineffective as roles were not clearly defined and personnel at the Fault Coordination Centre were often dealing with many alarms. In this case, the fault shift coordinator on duty became aware of a critical flood alarm at Traveston about 40 minutes after it had activated but believed it should have been addressed by network operations, and it was not within their role to follow‑up on alarms that were the responsibility of network control.
Neither network operations personnel nor rail traffic crew recognised the potential for the weather conditions to affect the safety of the network and rail traffic. In the absence of follow‑up or the broadcast of weather-related alarm messages, network control personnel were not alerted to the floodwaters that had overtopped the track at Traveston. Also, as the track fault had recovered and signal CR25 cleared, network operations personnel were of the understanding that the integrity of the track was safe. Consequently, they authorised the driver of train Y279 to continue toward Traveston according to the indications displayed on the signals.
The ATSB noted that the Queensland Rail training program did not ensure network operations personnel proactively monitored an adverse weather event or responded to a condition that could present a hazard to train movements.
The driver knew there was a flood‑prone area ahead. Although they continued at a speed lower than the authorised track speed, they did not see the track washout at a distance sufficient to stop the train. Train Y279 entered the washout and derailed, the locomotives overturned into flood water adjacent to the track. The driver operating train Y279 as a driver‑alone service received minor injuries but was able to respond to the emergency and exit from the overturned locomotive. However, the driver was exposed to several evacuation hazards identified as having the potential to cause harm. The ATSB identified that the emergency exit pathway on the Aurizon 2800 class locomotive did not ensure a prompt escape by rail traffic crew in the event the locomotive overturned.
It was also determined that the closed‑circuit television footage and rainfall sensor at the Traveston environmental monitoring station were unserviceable at the time of the accident. Queensland Rail did not have an effective means to ensure that network operations personnel were aware of such an unserviceability.
What has been done as a result
Queensland Rail advised that, following the accident, it had implemented comprehensive systemic improvements addressing all the identified deficiencies, including enhanced alarm notification systems, upgraded training programs, improved equipment serviceability protocols, and strengthened operational procedures to manage adverse weather events. Additionally, Queensland Rail advised it had commenced a comprehensive wet weather management second-line assurance activity aligned with the ATSB safety issues. The assurance activity was scheduled for completion by 31 March 2026.
Aurizon also advised it has developed an access and egress compliance strategy to align its locomotive fleet to the Rail Industry Safety and Standards Board Australian Standard AS7522–Access and Egress. Additionally, Aurizon advised it was a development group member for the review of the content of AS7522:2021.
Safety message
This accident highlights the importance of having serviceable environmental monitoring station equipment and for network operations personnel to be promptly and reliably alerted to any hazardous condition detected by the station. Furthermore, training for network control personnel and rail traffic crews must ensure they can effectively identify and consistently assess conditions affecting the network during adverse weather events, especially those impacting the integrity of the rail infrastructure or rollingstock.
It also highlights the importance of equipping locomotive rollingstock with systems to mitigate evacuation hazards that rail traffic crew may encounter following the derailment and rollover of a locomotive. In particular, when operating driver‑only and in remote locations where assistance may not be readily available.
Summary video
The occurrence
Overview
On 23 February 2022, freight train Y279 was being operated by a single driver on a scheduled service from Acacia Ridge to Stuart Yard in Townsville, Queensland. At about 0318 local time, train Y279 entered a section of track that had been overtopped by floodwater. Both locomotives derailed and rolled onto their sides, several wagons also derailed but remained upright. The driver sustained minor injuries.
Precursor events
On 22 February 2022, a severe weather system developed over south‑east Queensland leading to heavy rainfall and significant floodwater run‑off, especially in the region south of Gympie. The southern part of the Queensland Rail (QR) North Coast Line (Figure 1) was situated in the rain‑affected area.
At 2332 on the above day freight train Y279, operated by Aurizon, left Acacia Ridge in the Brisbane area to head north along the North Coast Line towards Stuart Yard, in Townsville. Train Y279 was scheduled to follow an earlier train movement, light engine EM99.
On 23 February 2022, at 0005, as train EM99 travelled between Palmwoods and Woombye, the QR network control officer (NCO) managing the UTC[1] 7 control board at the Rail Management Centre in Brisbane started to receive multiple alarms of track circuit and signal telemetry outages at Woondum, Traveston, and Palmwoods. The outages triggered a signal at Woombye to revert to red (stop) as train EM99 neared.
At 0007, the NCO made an emergency radio call to the driver of EM99 to check if they were affected by the signal that had reverted to red in front of them. The driver advised they did not see the signal change. Additionally, the driver informed the NCO that earlier, while passing through Eudlo, they had observed a significant amount of water running off the Bruce Highway overpass bridge. The driver also noted substantial water was pooled adjacent to the track between Eudlo and Woombye. The NCO acknowledged the report and advised that they would relay the information within the network control centre.
The NCO found the signal at Woombye would not operate for the driver to continue their journey under signal indication. The NCO reported this issue to the train control leader (TCL) and the network shift asset manager, which led to a decision by network control personnel to issue a SW50 form[2] to the driver, permitting their continuation past the red signal. Throughout the rest of the trip to Gympie, the driver of EM99 did not make any further reports related to adverse weather conditions to the NCO.
Around the time of the signalling system outage at Woombye, train Y279 was passing through the Brisbane area and had not yet reached the southern boundary of the area managed by the UTC 7 control board, which started at Glass House Mountains. The driver of Y279 recalled their trip from Acacia Ridge through the Brisbane area to their arrival at Glass House Mountains was uneventful, with light rain at various points along the way.
Figure 1: Station locations North Coast Line between Roma Street and Gympie North
Note: The image shows stations and their distance (in track km) from Roma Street Station in Brisbane. Source: Queensland Rail, annotated by the ATSB
Train Y279 movement through the UTC 7 control area
Glass House Mountains to Pomona
At 0124, train Y279 left Glass House Mountains toward Pomona. The driver recalled the rainfall intensity increased as they continued their trip northward. Around the same time, rainfall sensors at the QR environmental monitoring station (EMS), located at Pomona, triggered a warning alarm due to heavy rainfall. The NCO was unaware of the alarm as the UTC 7 workstation did not display alarms or other related weather information from the EMS.
At about 0200, as Y279 approached Eudlo, flood sensors at the Traveston EMS, located further ahead at the 149.280 km point between Cooran and Traveston, triggered a warning alarm as water flowing through a culvert that crossed under the track had risen to around 945 mm below rail height.
At 0208, the signalling system displayed a text message on the UTC 7 workstation, to alert the NCO of a track circuit failure at Cooran. This was followed by receipt of another text message that the signalled block section between Pomona and Cooran had also failed. These failures recovered then reoccurred intermittently for the next 15 minutes with corresponding text messages displayed to the NCO.
At about 0220, the NCO telephoned the fault shift coordinator (FSC), at the Rail Management Centre to report the recurring signalling‑related events at Cooran. The NCO and FSC discussed the intermittent nature of the signalling events and their potential to delay train Y279. The FSC informed the NCO that maintenance staff were off duty, and a call‑out would be necessary for any attendance before their scheduled shift due to commence at 0600. The NCO opted to monitor the situation for a further 10 to 15 minutes to determine if the signalling would stabilise, negating a call‑out of maintenance staff to investigate.
At 0232, the NCO received a text message of another track circuit failure, this time at Traveston. This was followed by a message that the signalled block section between Cooran and Traveston had failed. Signal CR25 at Cooran, which was displaying a green (proceed) indication reverted to display a red (stop) indication. Around this time, train Y279 was travelling between North Arm and Eumundi and the driver was unaffected by the change to the signal indication ahead.
At 0236, the Traveston EMS flood sensor triggered a warning alarm, as the water level had risen further to 12 mm below the rail height. About 2 minutes later, the sensor triggered a critical alarm as the water level was recorded to have overtopped the rail by 90 mm. The driver of Y279 recalled the rain was getting heavier, with ‘very heavy’ rain falling at times as they travelled towards Cooroy.
At 0242, as Y279 approached Cooroy, the NCO radioed the driver to inform them a track circuit failure had affected the signalling system between Cooran and Traveston and that an SW50 form may be required for the driver to continue past CR25 at Cooran. The NCO also asked the driver to radio them when they had stopped on the approach to signal CR25.
The driver acknowledged and continued their journey through Cooroy toward Pomona. Around the same time, the Traveston EMS sensor recorded the water level had risen to 193 mm above the rail height, before starting to recede.
At about 0250, the far north controller[3] telephoned the NCO to check on the progress of train Y279. During the conversation, they discussed the rainfall, with the far north controller noting they were aware that 300 mm had fallen at Cooroy. They then asked the NCO about the amount of rainfall at Traveston. The NCO acknowledged an awareness of heavy rain, but they did not know the amount that had fallen at Traveston. The NCO mentioned several track faults at Traveston and indicated that Y279 would need an SW50 to proceed. The far north controller then mentioned they hoped Traveston was not under water, as they could not recall if the location was a low‑lying area. The NCO stated they would inquire with the driver and provide an update on the situation to the far north controller.
Pomona to Cooran
At about 0253, as train Y279 neared Pomona, the driver noted persistent heavy rain and observed water pooled beside the track, nearly reaching the top of the ballast in some areas. The driver recalled they slowed the train and proceeded, noting that the water was lapping the underside of a rail bridge spanning a small creek at the yard entrance.
The driver proceeded from Pomona toward Cooran. As they neared the Jampot Creek rail bridge, they noted the floodwaters were again pooled against the ballast with water lapping the underside of the rail bridge. After crossing Jampot Creek, the driver continued toward Cooran where they stopped Y279 at signal CR25, as previously requested by the NCO.
At about 0308, the NCO radioed the driver of Y279 to tell them that the track fault at Traveston had recovered, but not to accept the proceed (green) signal indication displayed on CR25. The driver acknowledged the instruction and told the NCO that there was a lot of water around Pomona with the water level in the creek at the southern end of the yard lapping the underside of the bridge and water pooled next to the track was nearly at the top of the ballast.
The NCO acknowledged the driver’s report and asked them to standby. The NCO later recalled that, at that time, the driver’s report did not raise any concerns with them as the driver did not report that water had overtopped the rail.
The NCO had prepared an SW50 form and obtained approval from the TCL, ready for issue to the driver after their arrival at CR25. As the track fault had recovered and signal CR25 cleared, the NCO and DOC were of the understanding that the integrity of the track was safe. The NCO asked the TCL whether train Y279 should proceed under the SW50 or signal indication. Believing the latter to be the safer option, network control personnel decided not to issue the SW50 form to the driver.
At 0309, the NCO radioed the driver instructing that, once ready, they should proceed according to the signal indications and be vigilant of the signals between Cooran, Traveston and Woondum. The driver acknowledged the instruction and informed the NCO they anticipated there would be floodwaters ahead in the Traveston area. The NCO asked the driver to provide updates throughout the journey.
Cooran to Traveston
At about 0310, train Y279 passed signal CR25 and proceeded toward Traveston. The driver initially accelerated to a train speed of 27 km/h. The driver then reduced the train speed to 15 km/h upon entering a section of track known for flooding. The driver recalled seeing floodwaters but considered there was not enough to be of concern.
At about 0315, having passed the area prone to flooding, the driver started to accelerate the train. They recalled it was raining, and visibility was poor, so they opened the side window to get a better view. Soon after, while travelling at 33 km/h the driver noticed an abnormality with the track ahead, which was at around the 149.020 km point (Figure 2).
The derailment of train Y279
At 0318, the driver placed the throttle to idle and the automatic brake control handle to the emergency position. As the locomotive commenced braking, they recalled feeling an initial dip followed by a pitching motion, and ultimately a roll[4] as the locomotive derailed and overturned. The derailment occurred at the 149.067 km mark. The lead locomotive (2811) had travelled approximately 56 m from the point where the driver made the emergency brake application to its final stop. The trailing locomotive (2338) and several wagons also derailed (Figure 2).
During the derailment and overturning, the driver was ejected from their seat, fell across the cab to the assistant driver’s side and landed on their back in approximately 300 mm of water that had entered the cab. The driver sustained a head knock, neck, back and rib soreness and had lost their glasses.
At about 0319, the driver radioed the NCO to report the train had derailed, with the lead locomotive laying on its side in floodwaters. The driver stated they were ‘alright’ but ‘a bit shaken up’ and that there would be a ‘fair sort of a mess at the site’. The NCO acknowledged the driver and asked for the kilometrage location of the derailment to arrange emergency assistance.
In the darkness, the driver could not see anything to identify the kilometre location of the train apart from a 60 km/h speed board located ahead on the trackside near the derailment site. Through discussion between the driver and other network control personnel it was determined the derailment occurred ‘on the straight just before Traveston Station’. The condition of the overhead traction supply was unknown, and network control personnel instructed the driver to stay in the locomotive cab until receipt of further advice.
Figure 2: Derailed rail vehicles from train Y279
The image (taken later on the day of the derailment) shows derailed rail vehicles from train Y279, washout and other damage to the track formation. Source: ATSB
Post‑derailment
The network control personnel activated the emergency response procedures, contacted the emergency services and relevant QR staff. The NCO kept regular radio communication with the driver to monitor their wellbeing and to provide them updates on the status of emergency services, and the isolation of the overhead traction system. Mobile telephone services were unavailable at the site of the derailment and effective communication with the driver was reliant solely on the train radio system.
At about 0407, the driver informed the NCO they had sighted flashing lights of emergency service vehicles. The emergency services were unable to access the derailment site due to the extensive flooding.
At about 0505, the driver informed the NCO the main train radio had failed, and they were now using a handheld radio. They also mentioned that floodwaters in the locomotive cab were rising slowly. At about 0552, network control staff contacted the driver to confirm the overhead supply was isolated allowing them to exit the cab if required.
Earlier, the driver had located a handheld torch and retrieved their glasses, mobile phone and other personal belongings that had scattered through the cab during the rollover. They recalled they had climbed onto the train inspector’s seat[5] to escape standing in the floodwaters. The driver also recalled unlatching the external door of the cab, which swung open allowing them to place their bag outside on the side of the locomotive engine hood.
At 0618, emergency services arrived at the locomotive. The driver recalled climbing out of the cab and sitting on the engine hood. Emergency personnel climbed onto the locomotive and after assessing the driver’s condition helped them climb down the locomotive’s bogie.
Ongoing access difficulties due to the floodwaters delayed the driver’s access to ambulance services and medical assessment until about 0755.
Context
Train crew information
Roles and experience
Train Y279 was crewed as a driver-alone operation (DAO).[6] The driver had a total of 10 years’ experience in driving locomotives on the Mount Isa and north coast lines. The driver held the required rail safety worker competencies to operate train Y279 on the North Coast Line and had several years’ experience driving the track section between Acacia Ridge and Gympie North.
The driver stated they had not previously experienced any similar adverse weather condition when driving a locomotive on either the Mount Isa or North Coast Line.
The driver had a current heath assessment and met the fitness for duty criteria according to the national standard of health assessment for rail safety workers. After the accident, the driver underwent drug and alcohol testing and returned a zero result to both.
Recent history
On 22 February 2022, the driver arrived at the Acacia Ridge rail yard to begin their first shift after a 10‑day recreational leave period. In accordance with the Aurizon sign‑in procedure, the driver conducted a self‑test for alcohol and, upon receiving a zero reading, signed on for duty at 2305.
Train information
General
Aurizon intermodal freight train Y279 consisted of locomotives 2811 in the lead and 2338 trailing, hauling 27 wagons loaded with containerised freight, including dangerous goods. These containers were towards the train’s rear. Train Y279 measured 563.4 m in length[7] with a gross weight of 1,695.7 t.
2800 class locomotive
The lead locomotive was an Aurizon 2800 class CM30‑8 diesel electric locomotive (built by A. Goninan & Co), measuring 20.4 m long, 2.87 m wide and 3.68 m high. The hood‑type locomotive design featured full‑width cabs at both ends. Access to the locomotive was provided via fixed steps on either side of the frame, and exterior walkways ran along both sides of the locomotive.
Access and egress for the No 1 operator's cab was through a rear‑facing door, which opened into a vestibule. Two external doors provided access and egress to the walkways on both sides next to the engine hood.
The No 2 end operator's cab was accessed through a rear-facing external door that led directly to the walkway on the ‘B’ side of the engine hood only. The locomotive was designed to be operable in either direction from both operator's cabs (Figure 3). At the time of the derailment, the driver was operating the locomotive from the No 2 end. Figure 3 shows the access and egress pathways for the cabs at either end of the locomotive and the layout of the driving positions (driver, assistant driver and train inspector seats).
Figure 3: Top view of the Goninan CM30‑8 diesel electric locomotive
Source: A. Goninan & Co Ltd 1998, annotated by the ATSB
The locomotive windscreens were made of laminated glass and not fitted with release handles to remove the windscreen in the event of an emergency. Aurizon designated the side windows of the cab as the alternate pathway for emergency egress from the enclosed space.
The locomotive incorporated internal and external lighting systems powered by the main battery included access lights and cab lighting to create a safe working environment for operating staff. The cab lighting comprised of several individually switched circuits for overhead lights, timetable lights, gauge lights and panel lights. Three overhead fluorescent lights were fitted in each cab. The lights were operated either from a cab light switch on the driver’s overhead console or a switch on the assistant driver’s console (Figure 4). An eyeball type light and rocker switch were located over the train inspector’s seat.
Figure 4: Driving cab control layout
Illustrations from 2800 class manual showing layout of equipment controls at the driver and assistant driver positions. Source: A. Goninan & Co Ltd 1998, annotated by the ATSB
Meteorological and environmental information
Forecasts and warnings
In the late evening of 22 February 2022 and the early hours of 23 February 2022, the Bureau of Meteorology (BoM) released several severe weather warnings. The warnings indicated the presence of dangerous storms and severe thunderstorms in the region south of Gympie. The warnings highlighted the potential for intense rainfall to result in flash flooding and identified the increasing levels of rivers and creeks, including Six Mile Creek. The BoM weather warnings, along with other information such as radar images, were available to network operations personnel as part of their workstation standard operating environment.
The radar images for the early hours of 23 February 2022, covering the time trains EM99 and Y279 were under the control of the UTC 7 board, showed areas of persistent rainfall in the area south of Gympie (Figure 5).
Figure 5: Excerpts from Brisbane radar rain rate loop on 23 February 2022
Source: Bureau of Meteorology, annotated by the ATSB
Recorded rainfall and water level data
Traveston
The Traveston weather station (040206), operated by the BoM, was located approximately 570 m north‑west of the derailment site. The weather station recorded rainfall data only. During the 24‑hour period between 0900 on 22 February 2022 to 0900 on 23 February 2022 it recorded a total rainfall of 248.4 mm (Figure 6).
Figure 6: Traveston weather station daily rainfall data
Observations of daily rainfall are normally made at 0900 local clock time and recorded the total for the previous 24 hours. Source: Bureau of Meteorology, annotated by the ATSB
Cooran
The BoM Cooran weather station (040782) was located approximately 2,200 m south‑east of the derailment site. The weather station recorded both rainfall and river height data.
For the 24-hour period between 0900 on 22 February 2022 and 0900 on 23 February 2022, a total rainfall of 326 mm was recorded to have fallen. The river height recording for Six Mile Creek recorded rapidly rising water levels with major flooding recorded on the morning of the 23 February 2022 (Figure 7). The river height data reflected the current level, not the accumulated totals over the previous 24 hours as was the rainfall record.
Figure 7: Cooran weather station river height data
Bureau of Meteorology product code IDQ65390. Source: Bureau of Meteorology
Climate statement
The BoM special climate statement[8] noted that, in late February 2022, a high‑pressure system near New Zealand and a series of low‑pressure systems combined to feed a large volume of tropical air over the coastal regions of eastern Australia. The combination of weather systems led to intense rainfall in areas of south‑eastern Queensland and north‑east New South Wales. The area from north of Brisbane towards Gympie was the first affected, with rainfall starting in the late evening of 22 February 2022 and the early hours of 23 February 2022, as indicated in the daily rainfall totals recorded to 0900 on that day (Figure 8).
Figure 8: Bureau of Meteorology daily rainfall totals map, 23 February 2022
Bureau of Meteorology product code IDCKARADT0. Source: Bureau of Meteorology, annotated by the ATSB
Queensland Rail – rail line information
North Coast Line
The Queensland Rail (QR) North Coast rail system extended between Brisbane in the south and Cairns in the north. The system comprised 2 parts: the north, from Rockhampton to Cairns, and the south, from Roma Street Station to Rockhampton. Traveston Station was in the south. The North Coast rail system carried various containerised and bulk freight products. Long distance and high‑speed passenger train services also operated on the system to service the central and North Queensland areas.
The narrow gauge (1,067 mm) track consisted of a mix of nominal 47/50/53/60 kg/m rail fastened to concrete sleepers by resilient clips laid on a formation of crushed rock ballast. The track length between Roma Street Station and Rockhampton was electrified with a 25 kV 50 Hz alternating current (AC) traction system.
Cooran to Traveston section
The configuration of the track from Cooran toward Traveston included a series of left and right curves of varying radius and was generally of falling grades. Approaching the derailment site in the direction of travel of train Y279, the configuration included a left curve of 239 m radius before transitioning to tangent track. The maximum track speed for freight services was 70 km/h.
Derailment location
The track adjacent to the derailment site had a 900 mm diameter concrete pipe installed beneath the track formation at the 149.020 km mark. To the west of the derailment site, 2 x 2,700 mm concrete box culverts were installed beneath the track formation at the 149.280 km mark. The undertrack drains were installed on 4 January 1998 and 6 December 1951. The flow of rainwater run‑off through these drainage systems was generally from the south toward the Six Mile Creek in the north (Figure 9).
Figure 9: Cross‑track drainage systems installed near the derailment site
Source: Google Earth, annotated by the ATSB
The Traveston area was known to be prone to catchment flooding. Historical flood mapping was developed by the Queensland Government to provide a visual representation tool that identified catchments at risk of flooding. The flood hazard overlay map of the catchment around the derailment site identified a flood event risk equivalent to a 1% annual exceedance probability (AEP)[9] (Figure 10).
Figure 10: Excerpt from Queensland Government flood check map
Illustration of rainwater catchment and basing level flood modelling for 1% AEP event in the vicinity of the derailment site. Source: Queensland Department of Resources, annotated by the ATSB
The QR route map reflected the historical flood mapping and identified the track kilometrages of a flood hazard area at Traveston. These route maps provided geographical operational information useful to QR personnel, including network control and infrastructure teams, and the operational staff from other rolling stock operators that use the network. Primarily, the route maps were used as a training tool to impart competency‑based route knowledge to train drivers, highlighting important information as the key learning point such as the flood‑prone area (Figure 11). Figure 11 also shows the position of signal CR25 and the environmental monitoring system (EMS) at Traveston.
The driver of train Y279 was aware of the flood‑prone area.
Figure 11: Route map excerpt showing features between Cooran to Traveston
Image shows sections of driver competency-based route knowledge material highlighting key learning points. Image not drawn to scale; some discrepancy between km identifiers may present. Source: Queensland Rail, modified by the ATSB
Civil engineering track and structures standards
The QR Civil Engineering Track Standard (CETS)[10] and Civil Engineering Structures Standard (CESS)[11] specified the minimum engineering safety standards and good practice guidelines for the maintenance of track structures, which included under‑track drainage systems.
The standards specified that they should not be applied retrospectively and acknowledged that there might be areas of existing infrastructure built before the standards were published. In such cases, the standard was to serve as a guideline for managing that track infrastructure. It was the responsibility of the rail infrastructure manager to identify deviations from the standard and manage them accordingly.
The content of the QR standards was aligned to the Rail Industry Safety and Standards Board (RISSB) Code of Practice Volume 4: Track, Civil and Electrical Infrastructure and associated RISSB standards. Where the requirements of a QR standard were less than the minimum requirements of an RISSB standard, further information explaining the variation was provided. The QR CETS identified that requirements related to flooding and Australian standard AS 7637 Hydrology and Hydraulics were addressed within the CESS.[12]
With respect to under-track drainage systems, the CESS provided guidance for monitoring and maintenance actions but was limited for design and construction. For example, the standard did not specify the QR design criteria for the AEP used in designing track drainage systems. Typically, rail infrastructure managers specified the design of major and minor track drainage systems to accommodate an AEP of 1% or 2%.
QR undertook localised assessments conforming to a series of checklists associated with the civil engineering in‑house design process, design verification, and a drainage and hydrology assessment, which assessed the culvert’s immunity to an exceedance probability. The hydraulic assessments typically estimated the flood levels and calculated the drainage system’s peak discharge capacity for AEP events between 10% and 1%. QR provided records of hydraulic assessments conducted in 2019 and 2021 for selected culverts near Cooran, however, it was unable to provide historical drainage and hydrology assessments for the culverts located at the 149.020 km or 149.280 km marks.
Track inspection procedures
The QR CETS specified the safety standards and good practice guidelines for the construction and maintenance of track owned by QR. The standard provided for the following types of track inspections:
scheduled patrol
scheduled general inspection
scheduled detailed inspection
unscheduled patrol
unscheduled general inspection
unscheduled detailed inspection.
Scheduled patrols were required to be conducted at a maximum interval of every 96 hours. Such patrols involved examining the track and related infrastructure and were usually conducted by a single infrastructure worker driving an on‑track (hi‑rail) vehicle[13] along the track, at a speed not exceeding 40 km/h. Scheduled general inspections and detailed inspections occurred at a maximum interval of 4 months and 4 years respectively.
The CETS also stated that unscheduled patrols, unscheduled inspections or operational restrictions were to be applied in response to various events. These included ‘heavy rainfall, inundation, floods, washaways and ingress of ground water’.
The records from the QR Enterprise Asset Management System indicated that a scheduled inspection of the waterways and undertrack drainage systems near the derailment site was carried out on 2 February 2022. No remedial actions were specified following the inspection.
There were no unscheduled track patrols or operational restrictions applied in response to the weather event affecting the North Coast Line on the evening of 22 February 2022, nor to the related reports from drivers of heavy rainfall and floodwaters adjacent to the track, particularly the area south of Traveston.
Hazard locations register
The CETS also required the rail infrastructure manager to create and maintain a hazard location register. The register was to itemise the hazards and outline the required actions (such as unscheduled patrols or inspections) at locations where defined events could rapidly reduce the ability of the track to function safely.
The track and civil hazard location register for the North Coast Line, between Caboolture and Theebine[14] included around 244 entries. These were broadly categorised into track, safe working, structures and severe weather. For severe weather, the primary event was heavy rainfall, which could lead to hazards from flooding, washouts, subsidence or embankment slip. Specifically, there were 13 entries that identified risk associated with heavy rainfall (Table 1).
Table 1: Severe weather-related hazard register entries between Cooran and Traveston
Defined event
Risk
Kilometrage
Asset type
Date entered, closed or updated
Heavy rain
Flooding
145.200 to 146.080
Track
[1]
Heavy rain
Embankment slip
146.200
Embankment
[1]
Heavy rain
Flooding
147.000 to 149.400
Unnamed bridge
[1]
Heavy rain
Flooding
147.000 to 149.400
Unnamed bridge
[1]
Heavy rain
Washout
149.200 to 149.350
Embankment/track
Entered 14/03/2022
No entry was made in the Queensland Rail risk register
The prescribed action for each entry was:
Monitor weather conditions in the region, Corridor and asset inspection to be carried out before next service. Develop and implement a priority-based plan to commence train operations if required.
The manager track and civil and the rail infrastructure manager were assigned as the risk owner and responsible authority for the required action as described in the CESS and MD‑15‑483 Disaster Management – SEQ region plan (refer to section titled Disaster management plan for south‑east Queensland region).
Queensland Rail network control information
Overview
The QR network was segmented into 3 network control regions, each managed from either the Townsville Operations Centre, Brisbane Operations Centre RC1 or the Rail Management Centre (RMC). The RMC was located at Bowen Hills in Brisbane. The RMC contained 10 universal traffic control (UTC) workstations that each managed defined track sections within the region.
The UTC 7 workstation managed train movements on the North Coast Line, including between Glass House Mountains and Gympie North, utilising the remote‑controlled signalling system and information obtained from remote monitoring system (RMS) equipment that monitored the signalling and civil infrastructure.
Prior to 2010, the UTC 7 workstation was part of the RC1 control centre. In January 2010, the workstation function was moved from the RC1 to the Mayne Control Centre (the previous Brisbane area Control Centre). Along with this change, it was decided that warning and critical alarm messages from the environmental monitoring station (EMS) equipment installed at selected locations along the track controlled by the UTC 7 workstation would no longer be displayed on the workstation, as was previously the case at RC1. In November 2015, the Mayne control centre and associated workstations were relocated to the RMC.
QR was unable to locate documents detailing the change management processes, risk assessments, or assurance activities carried out in 2010 for the workstation transfer from RC1 to the Mayne Control Centre. Further, there was no record of the decision to stop displaying warning and critical alarm messages from the EMS equipment on the workstation. QR advised that the decision to exclude these display messages was probably due to network operations controllers’ workload and the EMS equipment’s tendency to produce numerous false alarms at that time.
Documentation was available for the change management and risk assessments related to the shift from the Mayne Control Centre to the RMC in November 2015. However, the documentation mainly addressed staff considerations, and maintaining services and contingency plans for the transition. The functionality of individual workstations, including alarms from the RMS and EMS was not addressed.
Rail Management Centre personnel information
Network operations personnel responsible for the daily operation and safety of train movements in the region managed by the RMC included a network control officer (NCO), train control leader (TCL) and the day of operations coordinator (DOC). A network shift asset manager (NSAM) and fault shift coordinator (FSC) supported the operations personnel through the management of the remote‑control signalling, communications, and other systems and infrastructure assets in the region.
The signalling and communication telemetry systems' status within the 3 network control regions were managed by an associated Fault Coordination Centre (FCC). After operational hours, the systems across all regions were overseen by the FSC at the RMC.
Network control officer
The NCO commenced their shift at the RMC at 2200 on 22 February 2022, attended a pre‑brief and then a handover from the previous controller at about 2300. The NCO had about 1.5 years of experience as a train controller and 4 months qualified on the UTC 7 workstation. The NCO had primary responsibility for the management of train operations within their assigned control area. The NCO noted that, although qualified in the UTC 7 workstation, they stated that they were not aware of any identified hazardous areas or the existence of EMS equipment within the UTC 7 controlled area.
Train control leader
The TCL commenced their shift at the RMC at 2100 on 22 February 2022 and attended a handover with the previous TCL. With approximately 3.5 years of experience as an acting TCL, they provided overarching supervision to the NCOs operating the workstations, including the UTC 7 workstation. The TCL stated they were unaware of the existence of EMS within the UTC 7 control area.
Day of operations coordinator
The DOC commenced their shift at the RMC at 2100 on 22 February 2022, taking over from the previous DOC following a handover. With approximately 30 years of experience as a train controller at RC1 and RMC they were recently assessed as competent for the DOC role and were acting in the position unsupervised for the second time this shift. The DOC was responsible for overseeing all the daily rail operations within the region. They were familiar with the UTC 7 control area and were aware of the RMS and EMS equipment in the UTC 7 control area from their time as a train controller at RC1.
Network shift asset manager
The NSAM commenced their shift at the RMC at 2000 on 22 February 2022 and attended a handover with the previous NSAM. The NSAM had approximately 11 years of experience in the role. They stated the primary responsibility of their role was managing network incidents related to signalling, track and overhead power infrastructure. The NSAM was aware of the RMS and EMS equipment, however, stated that the EMS was not an application that they routinely accessed, other than to check rail temperatures.
Fault shift coordinator
The FSC commenced their shift at 1945 on 22 February 2022 and attended a briefing before taking over the workstation. The FSC had around 19 years of experience in the role. They stated the primary responsibility of their role was the regular monitoring of all telecommunication systems to ensure that any continuous or intermittent faults indicated at their workstation were recorded and acted upon as necessary. The FSC was aware of the RMS and EMS.
Weather monitoring systems
General information
QR implemented a variety of management systems and operational procedures/protocols to assist staff to detect and respond to weather events that may affect the network. Available sources of weather information included:
My GEO (‘My Emergency Management’ and ‘My Emergency Weather’ applications)
BoM data
weather briefings and 3‑day forecast summary
QR EMS
condition reports from rail traffic crew operating trains or maintenance personnel undertaking track patrols through an affected area.
My GEO weather applications
The My GEO emergency management and weather applications portal was established to assist network control centres with incident and emergency response on the network. The portal was to enhance efficiency by enabling access to multiple sources of data in one location for use in managing incidents and emergencies, including major weather events.
Network control centre personnel accessing My GEO via the intranet had access to various applications including ’My Emergency Management’ and ‘My Emergency Weather’. The applications provided a range of information through multiple layers that could be turned on or off as required. Each application displayed QR infrastructure overlaid with information including BoM warning services such as:
rain radar
radar thunderstorm tracking
radar thunderstorm track direction
severe weather and thunderstorm warnings
flood watch and warning.
Although network control centre personnel had access to the My GEO applications, they reported that they did not use them to ascertain the status of the weather event impacting the signalling system on the North Coast Line during the evening of 22 February 2022 and early hours of 23 February 2022. Personnel noted they found the applications slow and difficult to use and interpret.
Interpreting Bureau of Meteorology data
QR instruction MD-11-171, Interpreting weather information, aimed to enhance the ability of personnel at the network control centres to interpret live weather data. This was to manage the rail network safety during significant severe weather events. The instruction was in line with the QR emergency management standard and complemented various region‑specific plans and procedures for handling weather‑related incidents and emergencies. It included login details for a registered BoM website, which provided tailored real‑time data services, forecasts, MetEye[15] and latest observations, on rainfall and river conditions.
The instruction offered comprehensive guidance to navigate the relevant web pages to display necessary data. The instruction did not include guidance on how to interpret the data to identify potential hazards specific to the rail network arising from heavy rainfall or other adverse weather events.
Weather briefings and 3‑day forecast summary
The weather forecast summary for Monday 21 February 2022 through to Wednesday 23 February 22 inclusive was circulated to various recipients including network operations personnel at the RMC. The summary provided forecasted information on rainfall, thunderstorm activity, flooding, cyclones, heatwaves, fires, and earthquakes.
The rainfall forecast for Wednesday 23 February 2022 indicated an inland trough would persist over the interior, with a slight to medium chance of showers and thunderstorms, increasing to a medium to high chance in the far north and east, and a high to very high chance about the south‑east. The thunderstorm forecast was sourced from the BoM website and was only applicable from midnight on Sunday 20 February 2022 to midnight on Monday 21 February 2022.
The forecast noted that thunderstorms were possible across the interior, southern and northern areas of Queensland on the Monday with a very slight chance of severe thunderstorm activity through the southern interior (Figure 12).
Figure 12: Excerpt from weather forecast summary
Excerpts from weather forecast summary. Left image shows 1 to 10 mm rainfall forecast in the Traveston area. Right image indicates thunderstorms were possible. Source: Queensland Rail, annotated by the ATSB
The information on flooding did not relate to the area around Traveston. The summary included a caution, noting that conditions could change without warning and recipients were advised to continue monitoring the My GEO application and the BoM website.
Bureau of Meteorology weather warnings
The BoM weather warnings were publicly available from the BoM website. In addition, the warnings were forwarded to the Queensland State Disaster Coordination Centre watch desk (SDCC). The SDCC maintained a significant role in both the preparation and response to a disaster and emergency events in Queensland through coordination with emergency services and other government organisations including QR.
From the weather event commencing on 22 February 2022, the SDCC disseminated several emergency alert messages and weather warnings issued by local government areas and the BoM. The SDCC sent several BoM weather warnings (Table 2) to the QR emergency preparedness email inbox. However, the inbox was monitored by QR personnel during business hours only. The warning messages were not forwarded internally to the RMC network operations personnel. The BoM information was still available to network operations personnel via the My GEO or BoM website.
Table 2: Excerpts from weather warnings forwarded to Queensland Rail by the State Disaster Coordination Centre
Event
Issue date and time
Weather warning
Severe Thunderstorm warning – SEQ [south-east Queensland]
9:12 pm Tuesday, 22 February 2022
At 9:05 pm, severe thunderstorms were detected on the weather radar near Maroochydore and Pomona. They are forecast to affect Gympie, the area south of Gympie and the area southeast of Gympie by 9:35 pm and the area southwest of Gympie, Conondale and Borumba Dam by 10:05 pm. Heavy rainfall that may lead to flash flooding is likely.
Severe Thunderstorm warning - SEQ
10:10 pm Tuesday, 22 February 2022
At 10:10 pm, severe thunderstorms were detected on the weather radar near the area west of Noosa Heads, the area east of Gympie, the area southwest of Noosa Heads and Beerwah. They are forecast to affect Gympie, the area northeast of Gympie and Pomona by 10:40 pm and Jimna, Kandanga and Goomboorian by 11:10 pm. Intense rainfall that may lead to dangerous and life-threatening flash flooding is likely. 104mm has been recorded in the last hour at Mount Wolvi Alert
Severe Thunderstorm warning - SEQ
10:32 pm Tuesday, 22 February 2022
At 10:30 pm, very dangerous thunderstorms were detected on the weather radar near the area east of Gympie, Pomona and the area southwest of Noosa Heads. Very dangerous thunderstorms are forecast to affect Gympie, the area south of Gympie and Amamoor by 11:00 pm and the area southwest of Gympie, Conondale and Borumba Dam by 11:30 pm. Intense rainfall that may lead to dangerous and life-threatening flash flooding is likely. 104mm has been recorded in the last hour at Mount Wolvi Alert
Severe weather warning – intense rainfall
10:54 pm Tuesday, 22 February 2022
HEAVY, locally INTENSE RAINFALL, which may lead to flash flooding is occurring north of Maroochydore and is forecast to extend to areas east of about Double Island Point, Toowoomba, Boonah and the Gold Coast early Wednesday morning. Six-hourly rainfall totals between 100 to 200 mm are likely, with 250 to 350 mm possible. Currently, the most intense rainfall is occurring the area east of Gympie, near Kin and Kin, and parts of the Sunshine Coast. A Flood Watch is current for parts of Southeast Queensland. Locations which may be affected include Toowoomba, Brisbane, Maroochydore, Gympie, Caboolture and Ipswich. 257 mm in the 3 hours to 10:30 pm at Mount Wolvi (near Kin Kin, east of Gympie).
Moderate Flood Warning for the Mary River and Flood Warning for the Six Mile Creek
2:32 am Wednesday 23 February 2022
The Mary River at Gympie is likely to exceed the minor and go on to exceed moderate flood level (6.00 m) early Wednesday morning. Further river level rises are possible with further heavy rainfall. Six Mile Creek: Strong creek level rises are occurring along parts of Six Mile Creek early Wednesday morning.
Severe weather warning – intense rainfall
4:53 am Wednesday, 23 February 2022
HEAVY RAINFALL which may lead to flash flooding is expected during today and into Thursday between Double Island Point, Toowoomba and Northeast NSW. A Flood Watch and various Flood Warnings are current for parts of Southeast Queensland.
Locations which may be affected include Gold Coast, Toowoomba, Brisbane, Maroochydore, Gympie, Caboolture, Coolangatta and Ipswich. In the 6 hours to 4 am: 270 mm at Cooran, 255 mm at Cedar Pocket Dam, 219 mm at Black Mountain, 209 mm at Dagun Pocket.
Network control centre staff observations
The standard operating environment at the various network control centre workstations provided access to BoM information. After encountering issues with the signalling system, the NCO said they checked the BoM website and noted rain passing through, shown in blue shading on the radar image, which they considered typical for the area. Both the TCL and DOC stated they had also reviewed the BoM website, and based on the information available at that time, expected approximately 60 mm of rainfall.
The DOC recalled a weather alert from the BoM, issued in the early hours of Wednesday, 23 February 2022, warning of intense rainfall developing along the south‑east coast and other regions, but they were not sure from the alert when the rainfall was predicted to occur. The NSAM was also aware of heavy rain around Nambour, had checked with station staff, and viewed closed‑circuit television (CCTV) footage, but assessed the rainfall to be within normal expectations for that area.
Throughout the evening of 22 February 2022 and into the early hours of the next day, the network control centre staff monitored the BoM radar images at different times. They shared their observations of rainfall during discussions about the signalling system failures. The staff noted that, without radar images showing colours indicative of heavy rainfall (red or darker), the weather event was not typically recognised as a risk to rail traffic.
Apart from the DOC, no other network operations personnel recalled observing BoM weather warnings.
Queensland Rail asset protection systems
QR operated a trackside RMS and EMS with installations situated at selected sites across the rail network. The RMS equipment gathered data from a range of devices, that included weighbridges, hot bearing detectors, dragging equipment detectors, acoustic bearing monitors, level crossings and wheel impact and load detectors. The devices and data were not designated as vital equipment[16] but were important to the safe movement of rail traffic and equipment faults were generally repaired as a priority.
The EMS equipment gathered data from sensors measuring rainfall, floodwater level and temperature. The devices and data were similarly not designated as vital equipment. The information, although not directly associated with the operation of rail traffic, was important to identify conditions affecting the network that could affect the safety of rail traffic. The EMS equipment faults were, however, generally repaired as a lower priority.
All data from the RMS and EMS was collated and transmitted through the RMSv2 telemetry and Integrated Asset Management Protection System (IAMPS)[17] to the graphic interface applications installed as part of the standard operating environment of selected workstations located at the network control centres.
At the RMC, the following arrangements applied to the network operations personnel in relation to their user profile for accessing the EMS application at their workstation:
The NCO did not have access.
The TCL did not have access.
The DOC did not have access.
The NSAM had access but was unable to acknowledge alarm messages.
The FSC had access and was able to acknowledge alarm messages.
There were 4 EMS on the North Coast rail system (south) located at:
Caboolture (King John Creek)
Glass House Mountains (Coonoowrin Creek)
Pomona
Traveston.
The Traveston weather station was located adjacent to a cross‑track drainage culvert at the 149.280 km point (Figure 13).
Figure 13: Location of Traveston wayside environmental monitoring station and cross‑track drains
The image taken later on the day of the derailment shows the relative locations of the derailed train Y279, cross‑track drains and the Traveston weather station. Source: ATSB
The Traveston station recorded rainfall, water level (flood) and temperature data. At the time of the accident, no rainfall data was recorded from the station due to a faulty sensor. As there was no formal procedure in place at the RMC for network control personnel to be notified of such an unserviceability (refer to section titled ATSB investigation (RO‑2018‑007)), QR were unable to determine if personnel were made aware the function was faulty, and that no rainfall data was available from that site.
Following a user logging into the application, the weather information was accessible via selection of the appropriate tabs. The application functionality also included text displays of warning and alarm messages in response to the detection of a range of defined parameters (Table 3).
Table 3: Weather station (EMS) warning and alarm parameters for rainfall and flooding
Parameter
Priority
Description
Alarm text [1]
Water height has been detected 1 m below rail height
Warning
Flood sensor has detected water 1m below the rail height
Water level is 1m below rail height at <KM Point/Track Name or location name>.
Water height has been detected 40 cm below rail height
Warning
Flood sensor has detected water 40cm below the rail height
Water level is 40cm below rail height at <KM Point/Track Name or location name>.
Water height has been detected 10 cm below rail height
Warning
Flood sensor has detected water 10cm below the rail height
Water level is 10cm below rail height at <KM Point/Track Name or location name>
Water height has been detected at rail height
Critical
Flood sensor has detected water at rail height
Water level is at rail height at <KM Point/Track Name or location name>.
Water height has been detected 20 cm above rail height
Critical
Flood sensor has detected water 20cm above the rail height
Water level is 20cm above rail height at <KM Point/Track Name or location name>
Water height has been detected 50 cm above rail height
Critical
Flood sensor has detected water 50cm above the rail height
Water level is 50cm above rail height at <KM Point/Track Name or location name>
The 1-hour total rainfall figure has exceeded 50 mm
Warning
Heavy rainfall detected
Heavy rainfall (more than 50mm in 1 hour) at <station>.
Rainfall in excess of 100 mm/h has been detected for 10 minutes
Warning
Heavy rainfall detected
Heavy rainfall (more than 100mm/hr in 10 minutes) at <KM Point/Track Name or location name>.
Warning and critical alarm messages trigger for both the exceedance and recovery of a listed parameter. Recovery messages not included in the table above.
In addition to displaying the alarm text messages, the RMSv2/IAMPS functionality disseminated warning and critical alarm messages via email and text messaging to the address and mobile telephones of the alert recipients listed in the RMSv2/IAMPS database.
For each of the North Coast rail system (south) weather monitoring stations, there were no alert recipients defined within the database to receive the automated warning and critical alarm emails and text messages. On the evening of 22 February 2022 and morning of 23 February 2022, for each warning and critical alarm event generated by the EMS at Traveston and Pomona, the system recorded ‘No valid user to redirect alarm to’.
Functionality testing
The functionality of the RMSv2 was tested by QR when installed at the NSAM workstation during the change from the Mayne Control Centre to the RMC. This testing did not identify the omissions in the database that defined the key operational and infrastructure personnel to receive the warning and critical alarm messages alerting of the adverse conditions affecting the network.
Closed-circuit television footage
The Traveston EMS was also equipped with CCTV for assessing the local conditions at the cross‑track drainage point. However, at the time of the derailment of train Y279, the CCTV camera was not fitted with a memory card and was not operational. QR was unable to determine when or why the memory card was removed or whether network control personnel at the RMC were made aware the equipment was faulty and not available for use. As mentioned above, there was no formal procedure for network control personnel to be notified of an equipment unserviceability.
The camera was repaired following the derailment. A review of footage from the operational CCTV found the images obtained during the hours of darkness were blacked out and would provide no discernible detail to a user.
Disaster management plan for south‑east Queensland region
The disaster management plan for the south-east Queensland region[18] outlined the roles and responsibilities within QR in response to a declared disaster and the relationships with key stakeholders such as the SDCC. The plan was primarily targeted toward large scale weather events and contained a series of specific plans to address the events most likely to be experienced across the network, such as severe weather (including heavy torrential rain/strong winds) and flooding (including flash flooding/rising water).
The plans described that, following receipt of advice from the BoM, MyGeo, Emergency Warning Network, Department of Transport and Main Roads,[19] the SDCC or other relevant weather warning systems of an approaching severe storm, heavy torrential rain or high winds, the network control centre was to undertake various preparation/mitigation actions including:
consider establishing a watch desk to monitor the approaching weather system
monitor emergency warnings, threat alerts, media and operational warning systems and advice, for example, the BoM
monitor creek and river levels and weather conditions in the region
review flood prediction maps to determine potential impact
refer to the Train Operations Severe Weather Strategy
identify potential impacted locations (that is, corridor, stations, depots and locations of vulnerable infrastructure)
advise rail traffic crews and work crews on the network of the approaching threat
review train manifest and train diagrams for dangerous goods, hazardous goods, explosives and passenger train services considering the level of risk imposed by the severity of the event
consider reducing speed limits and/or cancelling traffic where appropriate
check and monitor functionality and operation of train control systems
develop plans to manage the risks to train services on or approaching the section/corridor
discuss potential impacts on train services with stakeholders.
Personnel at the network operations centre were aware of the existence of various warnings and other weather‑related information available on the BoM website. In the absence of a disaster declaration or the provision of information disseminated by the SDDC, network control personnel continued to treat the weather conditions as typical for that area and continued to monitor. A risk event[20] was not identified and the preparation/mitigation actions to respond to the event (such as the initiation of an unscheduled track patrol prior the next train service to inspect the track condition) were not triggered at the network control centre to address the weather‑related hazards between Cooran and Traveston.
Managing wet weather events
Monitoring system alarm response
Procedure
Alarms from the RMS/EMS equipment were relayed via the RMSv2/IAMPS to the FCC in each region. Procedure MD‑11‑1955 (version 2.0), RMS Alarm Response for Fault Coordination Centres, provided guidance to FSCs on the interpretation and response to the various alarms.
The procedure indicated that ‘site offline’ alarms, common to all sites, should be acknowledged by the FSC with follow‑up arrangements made during normal working hours. For other alarms the procedure stated:
Only, users who are able to take action and responsibility for the alarms should acknowledge them. The FCC should acknowledge alarms that are obviously system errors or online reports etc. Where Network Control is required to acknowledge the alarms, this is noted in the following text. When in doubt, the FCC should acknowledge the alarm and report the alarm to Network Control if required.
The procedure then outlined the alarms related to level crossings, radio sites, and weather stations, and the required action by the FCC in response. For the weather stations, the alarms included temperature, rainfall and flood. The temperature and rainfall alarms specified the FSC action as:
This alarm is the responsibility of the Network Control Centre, If the alarm is not acknowledged in a timely manner, contact the Network Control Supervisor and advise that an alarm has occurred. Advise that Civil personnel should be contacted to determine the appropriate response to the alarm.
The FSC action in response to a flood alarm was similar but excluded the requirement to inform civil personnel of the flood event.
With respect to the requirement for the FSC to contact the network control supervisor should an alarm not be acknowledged in a timely manner, QR advised the terminology used in the document was outdated and the appropriate contact was the day of operations controller (DOC).
Training
To support MD-11-1955, overview training on the RMSv2 system was delivered to relevant personnel including the FSC. The training included a responsibilities section detailing ‘who does what’. The section listed the following responsibilities:
Network control officers (NCO) – action UTC critical alarms
Train control supervisors (NSAM, DOC) – action RMS/EMS critical alarms.
Fault Coordination Centre (FSC, signal engineering system support) – action all other alarms and assign faults and maintenance tasks.
The training focused primarily on the RMSv2 hardware, configuration, troubleshooting and available alarms. Alarm information was exclusively focused on alarms from the RMS equipment associated with monitoring the status level crossings. There was no information related to other available RMS alarms or weather-related alarms from the EMS equipment nor was there any reference to the automated email and text messaging feature.
Fault shift coordinator’s understanding of alarm response actions
The FSC on duty at the RMC during the evening of 22 February 2022 and early hours of 23 February 2022, described their role was to monitor and acknowledge alarms resulting from failures in the RMS telecommunication systems, power supplies or sensors. They clarified that acknowledging operational type alarms, which were triggered when conditions exceeded predefined parameters, was not part of their duties and were the responsibility of other system users.
The FSC noted that their workstation screen's alarm field could only display about 30 lines of text, regardless of the number of active alarms. Although the shift on the night of the derailment of Y279 was not particularly busy, they still had to prioritise alarms and fault reports for action as they came in.
They recalled becoming aware of the critical flood alarm at Traveston about 40 minutes after it had been activated. The FSC mentioned that if an alarm in the south‑east Queensland region had not been acknowledged and addressed by the network operations personnel within the preceding 40 minutes, it likely indicated a false indication or that the condition had resolved. Subsequently, they did not follow up the alarm status with network operations personnel.
The critical flood alarm for the Traveston EMS remained active until the relieving FSC acknowledged it following the commencement of their shift at the FCC at about 0800 on the morning of 23 February 2022.
Rail Management Centre storm/severe weather response
The RMC Storm/Severe Weather Response guidance (MD‑17‑446, version 3.0) was developed for network operations personnel to determine and communicate the response to severe weather events affecting the region. The guidance supported other instructions including part 6 of the QR Network Rules and Procedures (QNRP) (MD‑12‑189) discussed below.
The guidance was directed toward identifying an impending storm/severe weather event that may result in trains (particularly passenger) becoming stranded mid‑section (between platforms). The guidance identified:
The Bureau of Meteorology (BOM) will issue a warning via email
The intensity and direction of the storm / severe weather can then be followed on− ‘Severe Weather Tracker’ on the BOM website for rainfall intensity
Depending on the intensity of the approaching storm / severe weather event, the RMC may activate the Incident Watch desk
Distribution of storm warning / information may be provided to internal staff including Rail Traffic Crew (RTC) and Station Staff in the path of/or within the expected affected area(s). CCTV is activated to monitor the station
Stations predicted to be affected by the event
Station staff and RTC will monitor the network and report to the RMC (as required) of storms/severe weather approaching their immediate area, its intensity and its present location and anticipated projected path
RMC may decide to stop trains at station platforms pre-emptively to safeguard trains being stranded mid-section between station platforms….
Conditions affecting the network
Network Rules and Procedures
The Network Rules and Procedures (QNRP) outlined the safety requirements for all persons who were required to access and perform activities in the network rail corridor managed by QR. The standard was divided into 8 parts addressing the rules and procedures to safely access the track. Part 6 addressed rules and procedures associated with conditions affecting the network.
The standard defined a condition affecting the network as a situation or condition that affects, or has the potential to affect, the safety of the network. All conditions that affect the network were required to be immediately reported to the appropriate NCO for response.
Where a condition affecting the network was due to flooding or rain, the standard specified:
Rail traffic crew must advise the Network Control Officer of any potential Condition Affecting the Network due to rain or flooding; particularly where the water level is above sleeper level. Rail traffic crew or workers may become aware of flood affected area by:
unusually heavy rain
water pooling against the formation or on land adjacent to the railway
a washout or scouring of ballast or the formation
poor visibility caused by heavy rain
high or rising levels in creek waterways
any other condition that affects or potentially affects the network
If made aware of flood affected track, rail traffic crew must stop the rail traffic and advise Network Control Officer.
Additionally, the standard specified:
Network Control Officer may become aware of flood affected area by:
reports from the field
failure of track circuits
remote monitoring station [EMS] data
meteorological forecast, observations, warning and alerts.
Network Control Officer must:
stop the rail traffic
arrange inspection by Maintenance Representative
advise the Electric Control Operator the location of any water above sleeper level in electrified areas.
Where a condition affecting the network was due to extreme weather, the standard specified:
The Network Control Officer must be notified of extreme weather conditions that require speed restrictions to be imposed by:
nominated managers
Maintenance Representatives
access user representatives
advice from the Bureau of Meteorology
automated devices.
Where notification has been received from other than the Maintenance Representative that necessitates a speed restriction, the Network Control Officer must advise the Maintenance Representative of the notification received.
If the Network Control Officer is not able to contact the Maintenance Representative, rail traffic must be advised to travel at controlled speed until advice is received from the Maintenance Representative.
Issuing advice to Rail Traffic Crew
The Network Control Officer must communicate speed restriction information to affected rail traffic crews and supply the following information
the speed restrictions,
the sections the restriction apply to,
the hours during which the restrictions apply.
Rail traffic crews will record the instructions on a Written Authority for Rail Traffic form
General operational safety manual
The General Operational Safety Manual (MD‑10‑107, version 5.2) outlined the instructions and procedures for rail traffic movements and other matters. With regard to adverse conditions affecting the network, it stated:
Where it is required to operate rail traffic in adverse conditions such as:
heavy rain,
high wind, or
reduced visibility…
and these conditions affect or have the potential to affect the safe operation of rail traffic and people on the network, the rail traffic crew will operate their rail traffic to suit the current conditions and advise Network Control of the conditions
Network Control should consult with rail traffic crew, Track Maintenance Supervisors and any other resources available and determine other factors which may impact on the running of rail traffic.
Where information is available to Network Control that relates to the condition of the network, the Network Control Officer will advise if it is unsafe for rail traffic to travel.
The Network Control Officer will impose such special conditions as may apply when rail traffic travel under adverse conditions and these include but are not limited to:
continual monitoring
restricted speed
increased exchange of information to ensure safety
updates on changes in weather conditions
Rail Management Centre Control Safety Manual
The RMC Control Safety Manual (MD‑14‑697, version 8), outlined operational and business processes used at the RMC to comply with the QR safety and environmental management system. With respect to extreme weather events, storms and flooding the instruction required:
When an adverse weather report is received from Rail Traffic Crews or Infrastructure Personnel and the integrity of the network is uncertain:
RMC Control Officer [Network Control Officer]
After conferring with the NSAM suspend rail traffic on affected section/s
Resume rail traffic operations on advice of NSAM
Advise Rail Traffic Crews of any temporary speed restrictions or to report on local conditions
Monitor adverse weather; and
Resume normal operations when integrity of network is confirmed.
Network control competency assessment
QR introduced a variety of training programs to manage competencies to ensure network control personnel had the necessary knowledge to safely manage operations on the network. The competencies associated with rail operations and risk management focused on the personnels’ comprehension and implementation of the requirements contained in the applicable standards, procedures, guidance and instructions such as MD‑17‑446, MD‑10‑107 and MD‑12‑189.
An NCO’s understanding was assessed based on initial and ongoing refresher training in specific competencies, including the UTC workstation control areas, network control manuals, safe working systems, and conditions affecting the network.
The assessment titled ‘RMC UTC 7’, evaluated the comprehension of the overall operational requirements for the control area. It included a question on an online wayside detection training package and MD‑14‑36 General Appendix – part 4, focusing on the placement of wayside detection systems [RMS] within the control area and the correct responses to any alarm state. The assessment did not include evaluation of a broader awareness of, and the available information from the weather stations (EMS), which were also situated within the UTC 7 control area.
The assessment titled ‘Conditions affecting the network e‑learning digital storyboard’, evaluated the NCO’s comprehension of standards MD‑10‑107 and MD‑12‑189. Several questions related to the NCO’s action in response to a notification of flooding, rain or extreme weather. The assessment omitted an evaluation of the NCO's understanding that they were to proactively monitor and assess conditions that may affect the network, like flooding, and the protocols within the RMC for responding to adverse weather reports received from rail traffic crews, infrastructure personnel or other sources.
The records of competency showed that the NCO successfully completed a range of competencies including the ‘RMC UTC 7 Board Pack NCO’ and ‘RMC Conditions Affecting Network QNRP NCO’.
Operations personnel comments on the weather event
Network operations personnel (NCO, TCL, DOC, NSAM and FSC) stated they were aware of the weather event and the repeated telemetry and signalling system outages affecting the passage of trains EM99 and Y279. Network operations personnel each recalled looking at the BoM website at various times during the evening of 22 February 2022 and the early morning of the following day. The NCO, TCL, DOC and NSAM also recalled that none of the environmental conditions observed, or the telemetry and signalling system outages at that time, appeared out of the ordinary for the observed weather conditions in that area. Consequently, the conditions did not raise any significant concern for continued train operations. The NCO, TCL and DOC stated that, although they were monitoring the BoM website and were aware of the information that was available, they had not received training on the interpretation of that information.
The NCO stated the reports from the driver of Y279 of floodwaters adjacent to the track did not raise a concern as they understood there had not been an event where the water had overtopped the track. Additionally, the NCO indicated that reports from train crews are usually subjective as descriptions of local conditions may vary considerably, as one driver may identify conditions were bad, but others identify them as typical. The NCO said, in the absence of an alarm or report of a defined event, they would usually wait for multiple reports from train crews before acting.
Network operational status
The procedures for the management of wet weather operations varied between the RMC, RC1 and Townsville control centres. The regional control centres, RC1 and Townsville, developed a suite of region‑specific hazard registers and control centre procedures, instructions and guidelines for the identification and management of adverse weather conditions.
The instruction MD-20-53, Regional Network Operational Status, provided users of the regional network greater visibility of unplanned closures or changes to network conditions that were foreseeable, or that may have occurred without warning on the day of operation, such as excessive rainfall/flooding from extreme weather events. The instruction used a traffic light system to identify the network status and operation mode:
Green – Conditions and forecasts are favourable and changes to network conditions are not expected (business as usual).
Amber – A heightened level of risk to the network has been identified. Additional steps will be taken to ensure the safety of the network.
Red – Network closed.
Where an identified event or changed condition resulted in an approval to change the network status, additional risk mitigation actions were to be initiated that involved the asset management team, network control and rail traffic crew. Some of the controls that could be implemented are listed below (Table 4).
Table 4: Mitigation controls
Responsible area
Action
Asset management team
Increased road runs [unscheduled inspections] as conditions change
Network control
Increased monitoring of all appropriate systems – including BOM, Queensland Rail GIS System (my.emergencyweather), weather stations/cameras, DTMR [Queensland Department of Transport and Main Road] road conditions
Heightened communication with all rail traffic - this may be: − Request RTC [Rail traffic crew] report any changing conditions - this may be at regular intervals, as they are seen or section cleared, e.g. heavy rain in the area, water nearing the toe [base] of the ballast
Restrict speed of train - as determined by the Asset manager or controlled / restricted speed (as per CAN [Condition affecting the network] document)
Implement no running at night-time until the track has been inspected
Frequent meetings with Asset management teams to obtain local / on the ground knowledge / experience on condition changes
Rail traffic crew
Increased communication with network control – must provided accurate and detailed information as requested from network control (regardless of time interval); i.e. changes to rain intensity, water anywhere near the toe of the ballast (e.g. 5 m from toe of ballast), water flowing through culverts
Aurizon procedures and guidance to drivers for managing adverse weather conditions
Critical safety alert
On 5 January 2016, following the December 2015 derailment of an Aurizon train near Julia Creek, Queensland, Aurizon issued a safety alert titled Stop! Don’t drive through water. The alert stipulated important information and actions to be taken when driving in wet weather or areas of localised flooding. The information and actions specified for train crew included:
Rail traffic crew must immediately stop and report to the Network control officer:
Water on the formation and near the ballast
Any potential track or formation deficiencies
If the track formation and/or supporting ballast cannot be seen
Any signs of washouts or scouring on the side of the ballast or formation
Water in close proximity or around overhead line equipment
Rail traffic crew were to take appropriate steps to protect the safety of their rail traffic and the track by driving to the conditions. If it is not safe to continue, rail traffic crew are to stop and contact the Network control officer and National operations service centre.
The safety alert included the following diagram to clarify the difference between ballast and formation.
Figure 14: Excerpt from Aurizon safety alert showing the difference between ballast and formation
Source: Aurizon
Operation of rail traffic in adverse weather conditions
On 21 November 2017, Aurizon published an enterprise‑wide safety, health and environment guideline.[21] The purpose was to provide guidance to rail traffic crew when operating rail traffic in severe weather conditions. The guidance noted that train crew may encounter severe weather events such as flooding where sound judgement is required by the crew to keep themselves (and the rail traffic they are operating) safe.
Rail traffic crews were to comply with the reporting protocols detailed in the guide and the reporting/response requirements for a condition affecting the network as mandated by the respective rail infrastructure manager. The guideline also included information to train crew on the observations, actions to take, and train‑handling techniques to be used when faced with a severe weather event.
When operating on a main line in wet weather (fog, heavy rain, unexpected storms and situations where visibility is reduced) train crew were to:
…take appropriate steps to protect their safety, the safety of the rail traffic and the track infrastructure by driving to the conditions. RTC[22] should assess the situation and regulate the speed of the rail traffic in accordance with the conditions, and advise the NCO and LRC[23] of their intended action, i.e. they are proceeding at reduced speed because of low visibility.
If operation of rail traffic in heavy rain is required, the Rail Infrastructure Manager (RIM) will normally monitor any flood indicator alarms and/or water levels and to take whatever action is necessary to ensure safe rail traffic operations (e.g. speed restrictions, track closures etc.). RTC operating rail traffic on the affected line(s) are to adhere to any instructions received and take whatever other action is necessary to ensure their own safety and the safety of the rail traffic they are operating.
Occasionally, RTC will encounter storms, flash flooding or similar events where advice is not received from the RIM. In these situations, RTC are to observe any water adjacent to the rail infrastructure. Where the water level is such that the sleepers and the supporting ballast is not visible, or there is signs of washouts or scouring on the side of the ballast and/or in the formation (Refer Figure 1,2,&3)[24] the RTC is required to stop the rail traffic and advise the NCO and LRC.
The guidance further stated that, if unsafe conditions were present and the driver decided to stop, they were then not to proceed until the track was inspected by infrastructure maintenance staff and determined suitable for the safe operation of rail traffic, subject to any operational limitations deemed necessary by the infrastructure staff.
Incident safety share
On 7 March 2018, Aurizon issued an ‘incident safety share’ document concerning an incident where a train collided with floodwaters that had overtopped the track at Banyan Creek, Queensland.[25] The document stated that the driver was operating the train under an SW50 form, which required them to travel at a controlled speed due to adverse weather conditions affecting the network. The driver was to inform the NCO if floodwaters were observed rising to track level.
While reporting the rising floodwater to the NCO, the driver noticed the track ahead at Banyan Creek bridge was submerged. The driver made an emergency brake application, however, the train entered the floodwater, resulting in the locomotive and 3 wagons becoming submerged in about 1 m of water. The safety share emphasised the information and actions to be taken when operating in wet weather or in areas of localised flooding, as published in the critical safety alert from January 2016.
Emergency response guide – Emergency and abnormal situation response for rail traffic crew
On 9 March 2021, Aurizon published an emergency response guide[26] as a basic reference for new train crew in response to abnormal and emergency situations. The guide described an abnormal situation as any deviation from standard operations within the operational area that required monitoring and appropriate action to prevent a more serious incident.
The list included various abnormal conditions and included severe wet weather events. The guide mandated immediate reporting of each incident to the appointed contact person, depending on the operational area. For instance, a weather event on the North Coast Line would be reported to a QR NCO.
The guidance also provided details on the use of emergency brake application in response to an emergency and urged drivers to consider the procedures for operating rail traffic during adverse weather conditions. Drivers were cautioned against using emergency brakes as it could potentially cause already unstable tracks to shift under the rail traffic, thereby increasing the risk of derailment. Additionally, the guidance specified:
Where Rail Traffic Crew determine an Emergency Brake application is necessary, then the safest option should always be applied.
The requirements to apply an Emergency Brake application, do not diminish Rail Traffic Crews discretion in the method of braking to be applied when operating Rail Traffic in adverse weather conditions.
The guidance included a safety advice notice initially published on 3 April 2018, titled Staying safe on track in adverse weather conditions. This notice cited the guide for the operation of rail traffic in adverse weather conditions, outlining the actions and rail traffic‑management techniques that train crew should employ during severe weather events. It used the incident of the train collision with floodwaters at Banyan Creek as contextual information. Similar to the critical safety alerts and safety share notices, it also contained vital information or actions required based on the safe working method (Direct Traffic Control or Remote‑Controlled Signalling) relevant to the operational area. In Remote‑Controlled Signalling territories (as used between Glass House Mountains and Gympie North), all operating train crews were to follow this guidance:
if you are operating a rail traffic vehicle and believe at any time that conditions are becoming unsafe - Stop Take Time and Switch On.
Ask the Network Controller if they can confirm that the track in the section you are travelling into is open and clear of obstructions.
Again, ask the Network Controller if all infrastructure alarms are functioning and reporting that the track is clear. If the Network Controller is not able to confirm that the track is clear and safe to travel on, stop your vehicle and report the situation to your live run co-ordinator or appropriate leader.
RTC to read the Guide and familiarise themselves with the observations required, actions to take and rail traffic management techniques to use should they encounter severe weather events during operations.
If it’s flooded forget it.
All injuries can be prevented
Emergency situations were defined as any event that had the potential to cause injury or serious damage including a:
derailment
signal passed at danger
fire on a train
medical emergency
collision.
Emergency situations on a rail network were to be reported immediately to the NCO. The guide detailed further contacts dependent on the type of situation and location.
Response to emergency situations required rail traffic crew to follow this guidance:
Reporting an any situation you need to ensure that you clearly communicate the following:
Train Number ID
Location or Kilometre point
Situation, initially short and clear
Any assistance required
Extra information - could be station name, nearest road or landmark for access and any information to warn or assist next train or emergency services if required.
In any emergency the RTC’s primary responsibility is to protect their own safety and that of any other person followed by safety of the rail traffic they are responsible for
The guide noted that in emergency situations such as a fire on the locomotive or locomotive rollover, access and egress may not be possible by the normal pathways and that:
Alternative exits vary between Locomotive classes and some may be fitted with glass hammers for side windows or release handles for front windscreen removal. In some classes the windscreen is not an alternate exit due to it being laminated with no release handles.
The following diagram (Figure 15) was included to illustrate where the windscreen was not designed as an alternative exit.
Figure 15: Excerpt from Aurizon guideline showing windscreen damage from repeated strikes from the window hammer
Source: Aurizon
Driver training
Rail traffic crews had the potential to be exposed to various hazards during the normal operation of locomotives. Additionally, crews had the potential to be exposed to hazards arising from abnormal or emergency situations. To manage risk, Aurizon provided training to rail traffic crews in the operation of rolling stock (including various locomotive types), safe working systems, route knowledge, response to emergency and abnormal situations as well as other instructions and procedures.
The driver noted that every emergency was different and that travelling as driver-alone in remote areas increased the reliance on communications systems for reassurance of timely response, and that ongoing safety arrangements were actioned in the event of an emergency. The driver, however, could not recall if any specific training was provided in managing emergency situations following a loss of communications. The driver recalled that they had an awareness of the glass hammer but had not received any specific instructions on its use or how to remove the window glass or how to egress the locomotive cab in an emergency.
Accident site information
Following the derailment, the lead and trailing locomotives (2811 and 2388 respectively) rolled and came to rest on their sides to the south of the track formation. Three BEZY wagons (47727, 47707 and 47736) also derailed with some of the containerised load becoming dislodged from the twist lock mounts (Figure 16).Figure 2 also highlights the extensive scouring of the track formation and ballast from the floodwaters overtopping the rail head.
Figure 16: Train Y279 derailment site
Derailment site viewed in an easterly direction. Source: ATSB
Survival aspects
Driver’s egress
The driver, after being ejected from their seat, was standing in darkness on the wall/window on the opposite side of the cab, with floodwaters inundating the cab. The diesel engine had shut down and electrical power was supplied from the locomotive main battery bank only.
The train borne radio equipment remained operational, and the driver maintained emergency communications with network control personnel. When the battery failed, the main train radio was no longer usable. The driver then maintained emergency communication with network control via the handheld 2-way radio, which they had earlier retrieved from within the disarranged cab.
The escape paths available to the driver on the no 2 end of the locomotive were via the rear‑facing external door that provided the only ready access point between the driver cab and external ‘B’ walkway or via the driver side sliding window. Both exits were situated on the upper side of the overturned locomotive cab (Figure 17).
After self-assessing the extent of their injuries, the driver was able to climb on the train inspector’s seat to reach the external door, which they were able to easily open, as the door was hinged to open outward from the cab and toward the engine hood. The door did not need to be latched or propped in the open position. Additionally, the driver side window was in the open position as the driver had opened it just before the derailment. The open window, although at height, provided an alternative escape path from the overturned locomotive cab. The 2800 class locomotive was not fitted with any purpose‑built footholds or climbing arrangements to assist rail traffic crew egress via the alternative pathway or to assist with descending the outside of the locomotive.
Figure 17: Derailed lead locomotive 2811 no 2 end cab
Source: ATSB
The cab was equipped with 2 window‑breaking hammers to facilitate emergency egress should the side windows not slide open, or the opening space was insufficient to provide ready egress. Hammers were fitted to the overhead console above the driver and assistant driver positions. Each hammer was attached by a short tether to the mount (Figure 18).
Figure 18: Window‑breaking hammer installation in locomotive 2811 no 2 end cab
Images obtained following the recovery of locomotive 2811. Detached hammer on driver side occurred post‑recovery. Source: Aurizon, annotated by the ATSB
Locomotive emergency egress standards
Overview
Rolling stock operators, as the risk owner, were to provide for the effective management of safety risks associated with their railway operations through the implementation of a safety management system. The system encompassed the identification of hazards and the assessment of risk, and the implementation of risk control measures to address those risks. Control measures included the application of standards, codes of practice, guidelines and rules that were either developed individually to address the organisations’ unique operations or operational requirements, adopted from RISSB products, or a combination of both.
RISSB was the accredited standards development organisation for the rail industry in Australia. RISSB collaborated with its rail industry members to promote best practices by the provision of a catalogue of publications including standards, codes of practice, guidelines and rules.
To develop publications, RISSB relied on input from the rail industry to ensure the products best reflected the needs of stakeholders. RISSB sought nominations from rail industry subject matter experts to form development groups, tasked to deliver the products. Standards were developed following an 8‑step process, and in compliance with the requirements of Standards Australia SG‑003: Standards and Other Publications.
RISSB also published a hazard register that was available to member organisations for reference when undertaking their organisation’s risk assessment process. RISSB noted that it did not own the hazards/risks and therefore could not mandate associated controls or actions, as the responsibility was with the relevant organisation using the product.
The RISSB hazard register broadly grouped content under rolling stock, infrastructure and operational related hazards. Further subgrouping defined the source, precursors and related factors. An identified source associated with rolling stock was ‘evacuation hazards’. Several precursors were listed against this source including derailment, track failure, track obstructions or environmental impact. There were 44 related factors (hazardous events/publishable consequences) associated with evacuation hazards including:
evacuation capacity of exit(s) being inadequate
no instructions being provided, so persons do not know how to evacuate
exits being out of reach (for example, overturned vehicle) preventing safe exit
no exit being available
being unable to operate exits.
Each of these factors was linked to an evacuation not being successfully initiated or unable to successfully evacuate. Although not listed as an evacuation hazard, RISSB also identified falling from height as a hazard.
Australian industry standards
Railway rolling stock access and egress
The purpose of the rolling stock Access and egress (AS 7522:2021) standard was to describe the:
…requirements for access and egress of workers and passengers on locomotives, freight, passenger, and infrastructure maintenance (track machines) rolling stock.
The main purpose of the requirements is to provide safe, efficient, equitable and dignified access and egress, and to minimize risks to passengers and workers associated with access and egress, emergency evacuations, and requirements for people with disabilities.
The scope was expanded from the previous version (AS 7522:2012), to make the standard applicable to existing rolling stock as well as modified and new locomotives, freight, passenger, and infrastructure maintenance rolling stock. Compliance with the standard referenced the 4 types of provisions (requirements, recommendations, permissions and constraints) typically contained within the Australian Standards developed by RISSB.
The adoption of all requirements (identified by the term ‘shall’) was mandatory for claiming full compliance with the standard. Recommendations (identified by the term ‘should’) was a preferred option but did not exclude other possibilities. The standard also stated:
For compliance purposes, where a recommended control is not applied as written in the standard it could be incumbent on the adopter of the standard to demonstrate their actual method of controlling the risk as part of their WHS or Rail Safety National Law obligations. Similarly, it could also be incumbent on an adopter of the standard to demonstrate their method of controlling the risk to contracting entities, or interfacing organisations where the risk may be shared.
RISSB Standards address known hazards within the railway industry. Hazards, and clauses within this Standard that address those hazards, are listed in Appendix B.
The hazardous events/publishable consequences controlled by the standard (listed in Appendix B of the standard) were related to train fire and slips, trips or falls. None of the listed hazardous events related to the evacuation hazards from locomotives or passenger rolling stock.
The section titled Emergency evacuation contained requirements and recommendations relevant to locomotive, freight, passenger and infrastructure maintenance rolling stock. For locomotives, several requirements were stated including:
Enclosed cabs of rolling stock shall be fitted with sufficient emergency exits to provide escape paths to the vehicle exterior when the vehicle is upright and when overturned on the side.
In the previous version (2012), when discussing egress from new and modified rolling stock, the standard stated that:
A suitable solution is for emergency exit windows on each side and another emergency exit either in the front or rear of the compartment.
This reference was removed from the 2021 version of the standard.
For passenger rolling stock, the section titled Emergency exits recommended emergency exit windows should have a built-in lever, handle or other similar device allowing the window to be removed without the need for tools. Commentary identified a breakout type exit using a hammer was satisfactory due to the hammer being an integral part of the window. The section also included a requirement that:
Emergency exit performance shall be verified in a type test.
There was no requirement in the standard to verify the performance of the emergency exit from a locomotive cab.
RISSB identified evacuation hazards applicable to train crew egressing from an overturned locomotive in an emergency. Aurizon could not provide a risk assessment or other documentation that evaluated the effectiveness of the emergency exit arrangements provided in the 2800 class locomotive in foreseeable circumstances such as a rollover.
Lighting and visibility
The purpose of the Lighting and Visibility (AS 7531:2015) standard was to describe the requirements for lighting and rolling stock visibility. The scope was applicable to new and existing locomotive, freight, passenger and infrastructure maintenance rolling stock. The adoption of requirements and recommendations was the same as other RISSB rolling stock standards if claiming compliance.
The standard defined the requirements for normal and emergency interior lighting. For emergency interior lighting, the standard stated:
Spaces (cabins, rooms, vestibules, aisles etc.) on locomotives, passenger rolling stock, and infrastructure maintenance rolling stock where people may be enclosed in during operation, shall have emergency lighting.
Emergency lighting was defined as:
Lighting, powered from a separate source (e.g. battery) to the vehicle's main power source, providing illumination for evacuation purposes.
Several additional emergency lighting requirements were specified, however, they were only applicable to new and modified locomotives, and not existing locomotives.
The hazardous events/publishable consequences (listed in Appendix A of the standard) controlled by the standard were related to poor visibility of train and work health and safety hazards due to inadequate illumination. One of the listed hazardous events related to an evacuation hazard arising from an inability to locate exits and being unable to reach an exit safely or unable to successfully evacuate.
After the accident, on 21 December 2023, RISSB published AS 7531:2023, Rolling stock lighting and visibility, superseding AS 7531:2015. The objective was similar to the previous version. Notably, the scope was amended to be applicable to new and modified self‑propelled locomotive, freight, passenger, road rail vehicles and infrastructure maintenance rolling stock. Reference to ‘existing’ rolling stock was deleted. Like the previous version of the standard, hazardous events controlled by the standard were listed (Appendix A of the standard). However, none of the listed events related to hazardous events associated with an emergency evacuation.
Aurizon rolling stock standards
General
Aurizon developed a catalogue of rolling stock standards to address the organisation’s unique operations and risk management programs. The standards detailed the requirements to attain the desired performance and to manage hazards that might arise during operation of the rolling stock. The standards referenced related documents including the Australian industry standards published by RISSB.
The requirements to manage hazards that rail traffic crew may be exposed to when egressing a locomotive in an emergency were contained in several Aurizon standards including:
07-STD-003-RSK Emergency equipment carried in rolling stock
07-STD-004-RSK Rolling stock interior environment
07-STD-007-RSK Rolling stock cab layout
07-STD-009-RSK Rolling stock structural requirements
07-STD-013-RSK Rolling stock fire performance.
Emergency equipment carried in rolling stock 07‑STD‑003‑RSK
Aurizon standard 07-STD-003-RSK, published with an effective date of 3 October 2017, defined the key requirements for the emergency equipment that must be carried to manage risk in the event of an accident, obstruction or mechanical failure involving rolling stock. The equipment was to facilitate the provision of protection for the train when stopped on the track, first aid, fire suppression and evacuation.
The standard included a list of required safety equipment and included flags, audible track warning devices, signal lamp, hand torch, wheel chocks and clips, and specifications of the equipment. For example, the hand torch was specified as an electric waterproof torch capable to maintaining one candela of white light continuously for 5 hours.
For an evacuation, the requirements specified:
On existing rolling stock, a window breaking hammer shall be accessible for every worker occupied glassed area that does not have emergency access to the outside of the vehicle as per AS 7522, Railway Rolling Stock, Access and Egress.
At the time of publication of the Aurizon standard, AS 7522:2012 Railway Rolling Stock Access and Egress – Part 1 Locomotive Rolling Stock, was current. This standard was superseded, and the 2021 version was current at the time of the derailment of train Y279.The construction of the 2800 class locomotives occurred prior to the publication of both 07‑STD‑003‑RSK and AS 7522:2021.
The lead locomotive of train Y279 (2811) was fitted with window‑breaking hammers for the train crew to access the outside of the vehicle in an emergency.
Rolling stock interior environment 07‑STD‑004‑RSK
Aurizon standard 07-STD-004-RSK defined the interior environment requirements for locomotives related to noise, vibration, air quality and non‑ionising radiation, and magnetic fields. Under the heading ‘air quality’, the standard identified:
Interior lighting systems shall comply with applicable parts and sections of AS 7531 Railway Rolling Stock - Lighting and Rolling Stock Visibility.
Standard 07-STD-004-RSK was published with an effective date of 3 October 2017. At the time of publication, AS 7531:2015 Lighting and Visibility, was current.
The construction of the 2800 class locomotives occurred prior to the publication of 07‑STD‑004‑RSK and AS 7531:2015. Spaces within Aurizon locomotive 2811 were not fitted with emergency lighting or a back‑up power supply in the event of a main battery failure.
Rolling stock cab layout 07‑STD‑007‑RSK
Aurizon standard 07-STD-007-RSK defined the cab layout requirements to ensure that crew were able to safely control a train and the minimisation of risk of injury during a collision or derailment. To minimise risk of injury, surfaces or objects likely to be impacted by cab occupants were to be:
free of sharp corners, edges or projections
non rigid and capable of absorbing energy due to bodily impact
made from materials that avoid production of sharp edges, projections or other features that could cause injury.
Additionally, cab furniture, equipment and fixtures were to be secured and loose items such as equipment boxes and driving crews’ luggage, stowed when not in use to prevent them becoming a hazard under collision or derailment conditions.
The standard did not consider the minimisation of risk of injury subsequent to a collision or derailment that might arise from train crews’ exposure to evacuation hazards.
Rolling stock structural requirements 07‑STD‑009‑RSK
Key requirements of standard 07‑STD‑009‑RSK were for the structure and attachments of rolling stock to withstand normal train forces and the minimisation of risk of injury during a collision and derailment. In a derailment, the locomotive was, as far as practicable, to remain coupled, upright and resist jack‑knifing. In the event of a rollover onto its side, the cab structure design was to maximise protection to the train crew by:
…..supporting the weight of the locomotive (including the bogies) in the situation when the locomotive is resting on its side without exceeding the critical design stress in the main supporting members, assuming the locomotive is supported on the edge of the underframe and at the cantrail of the cab.
Rolling stock fire performance 07‑STD‑013‑RSK
Aurizon standard 07-STD-013-RSK, published with an effective date of 3 October 2016, described that fire safety performance of rolling stock was not solely determined by the fire resistance of materials used but included vehicle design, occupant response, ease of evacuation, and detection and suppression. The standard applied to existing rolling stock that was proposed to be operated under changed conditions, that was to be modified, and any new rolling stock introduced into operation. A key goal of the standard was to assist staff and emergency service operations in response to a fire.
The vehicle design methods considered fire prevention, suppression/retardation and the protection of people. For the protection of people, the standard detailed 25 requirements including:
Exit design to have adequate capacity to evacuate all persons onboard within a suitable time….
Adequate normal and emergency lighting levels be provided - refer AS 7531.1 Railway Rolling Stock - Lighting and Rolling Stock Visibility – Locomotive Rolling Stock and AS 2293.3, Emergency Escape Lighting and Exit Signs for Buildings - Emergency Escape Luminaries and Exit Signs
Emergency lighting to be provided along exit paths and at all emergency exits.
Back-up power supplies to have adequate capacity to provide required power output for suitable period of time.
Assist staff and emergency service operations
Provide emergency exits accessible from outside the vehicle for use by emergency service personnel to gain entry to the vehicle
Communication systems to have back-up power supply.
Existing locomotives that complied with recognised national and international rolling stock fire standards (such as AS 5062, Fire Protection for Mobile and Transportable Equipment) were deemed to comply with the standard, subject to certain qualifications contained in the appendix. The qualification related to the provision of emergency lighting stated:
Emergency lighting to comply with the requirements of 07‑STD‑004‑RSK, Rolling Stock Interior Environment, instead of the prescribed requirements
There were no qualifications related to emergency exits or backup power supplies for emergency lighting or communication systems.
Standard 07-STD-013-RSK included a reference to the superseded Australian standard AS 7531.1. The content of AS 7531.1 had been consolidated into standard AS 7531:2015 Lighting and Visibility, which was the current standard at that time.
Similar occurrences
The ATSB has investigated several occurrences, and despite the uniqueness of each case, involving various rail infrastructure managers and rolling stock operators, common safety issues were identified. These pertained to the management of adverse weather conditions and the associated hazards to rail traffic crews, from the derailment and rollover of locomotives.
ATSB investigation (RO‑2015‑028)
On 27 December 2015, Aurizon train 9T92 derailed on the Mount Isa rail line near Julia Creek, Queensland, after entering a section of track where floodwaters had overtopped the track and scoured the ballast and formation.[27] The Mount Isa railway was managed by QR. The investigation identified several findings including:
The QR General Operational Safety Manual (MD‑10‑107) contained insufficient guidance to rail traffic crews to ensure the timely identification and management of a potential hazard from a weather event that might affect the safe progress of the train.
The QR network rules, procedures and safety manual provided insufficient guidance to network operations personnel to identify the magnitude of the potential hazard from a weather event or define a response to the adverse conditions.
QR advised of several proactive safety actions including the issue of safety alerts to rail traffic crews, (including third party operators, such as Aurizon) if water was observed at or above the bottom of the ballast and the correct reporting of information relating to weather to network control. The second alert provided additional guidance for network control on decision‑making relating to extreme weather. Additionally, QR was looking at methods of upskilling knowledge for relevant personnel relating to the use and interpretation of meteorological information.
Further, QR also indicated that several actions were undertaken to verify the effectiveness of its systems and processes, and where practicable, to reduce the likelihood of recurrence. These actions included:
A review of the management of extreme weather events to assess the effectiveness of Queensland Rail’s preparation for and response to extreme weather events including flooding and extreme heat. The review examined control of train movements, communication between Queensland Rail and third-party operators, training of key personnel in preparation for extreme weather events and the actions of key personnel during six selected events between 2015 and 2016 across regional and metropolitan areas. For the majority of events reviewed, there was clear and concise communication between all interfaces which contributed to early identification of events and potential issues, as well as ensuring that remedial actions were taken in a timely manner
The investigation also identified that the Aurizon emergency egress arrangements for rail crew from the 2800 class locomotive were not effective in all foreseeable circumstances. In response, Aurizon advised that it continued to reassess the emergency evacuation procedures, locomotive windscreens and secondary communication options/opportunities.
ATSB investigation (RO‑2018‑007)
On 7 March 2018, Aurizon freight train 6792 entered floodwaters that had overtopped the Little Banyan Creek rail bridge.[28] A condition affecting the network (CAN) was declared due to wet weather requiring the train crew to operate at a controlled speed for a significant part of the journey. The train rounded a curve prior to the Little Banyan Creek rail bridge at a speed significantly more than the controlled speed, and the train entered the floodwater. The crew were not injured, but there was some damage to the rolling stock caused by immersion in water. The investigation identified several findings including:
The network control officer and regional transit manager on duty in the period leading up to the occurrence were not aware that the Little Banyan Creek water level sensor was out of service. Consequently, they expected to be alerted to any problem by a flood alarm, and did not actively search for additional information about the water level at the bridge prior to train 6792 arriving.
QR did not have an effective means of ensuring that, during situations such as a CAN, network control personnel were aware of the relevant weather monitoring systems that were unserviceable. QR advised of proactive safety actions including:
The provision of overview screens to provide an overview of weather information negating the need to search through multiple screens and menus on smaller screens at individual workstations to check different systems and alarms.
Implementation of a formal procedure in their regional control centres (RC1 and Townsville) to manage EMS alarms by the Fault Coordination Centre, with the control centre to be notified. Repair of EMS faults classified at attendance (high priority) with response occurring as soon as practically possible or the control centre notified if the fault cannot be repaired.
The NCO must proactively monitor resources, for example, BoM sites, cameras, RMS, EMS, rail traffic crews or any other means available for the safe management of the network.
QR did not have procedures that required network control personnel to actively search for information about track conditions ahead of a train during situations such as a CAN, when conditions had the realistic potential to have deteriorated since the last patrol or train had run over the relevant sections. QR advised of proactive safety actions including:
Conducting a risk assessment of safe working rules and procedures to ensure they adequately manage the risk of a CAN.
Review of the MD-18-20 Condition affecting the Network Management Procedure, ensuring that the documentation was clear in relation to the expectations on NCOs to proactively monitor the network.
To address the concerns with NCOs actively searching for information about track conditions ahead of a train, a training package was developed and delivered to regional transit managers and NCOs for CAN events and the use of weather monitoring systems for proactive train monitoring. Additionally, as a part of their training packages, including their maintenance of competency training, NCOs are now required to complete a scenario that requires them to manage a CAN event.
Introduced MD-20-53 Instruction – Regional Network Operational Status, which further supports the management of a CAN.
Safety analysis
Introduction
On 23 February 2022, at about 0318 local time, freight train Y279, operated by a single driver, entered a section of track that had been overtopped by floodwater. Both locomotives derailed and rolled onto their sides into floodwater, several wagons also derailed but remained upright. The driver sustained minor injuries.
This analysis will discuss the weather event and factors that limited the effectiveness of arrangements at the Rail Management Centre to alert network control personnel to a condition affecting the safety of the network prior to authorising a train to proceed. It will then discuss other factors identified during the investigation that increased safety risk to the rail traffic crew following the derailment and rollover of a locomotive.
Adverse conditions affecting the network
In the late evening of 22 February 2022, and into the early hours of the next day, a significant weather event affected the southern part of the Queensland Rail (QR) North Coast Line in south‑east Queensland. The accompanying heavy to intense rainfall caused rainwater run‑off and the rapid rise in water levels, including at Six Mile Creek. Flooding also occurred in the low‑lying areas of the track between Cooran and Traveston. The volume of floodwater at Traveston, as recorded by the environmental monitoring station (EMS), exceeded the designed discharge capacity of the cross‑track drainage systems at the 149.020 and 149.280 km marks and pooled against the track formation. The water level rose rapidly, overtopped the rails, eroding the track formation and ballast. This undermined the rails and sleepers to the extent the structural integrity of the track was compromised.
Contributing factor
A localised heavy rainfall event near Traveston resulted in floodwater run-off that exceeded the capacity of the cross-track drainage system.
Contributing factor
Floodwaters that overtopped the track scoured areas of the ballast and formation. The scouring compromised the capacity of the track to support the weight of a train passing over the affected area.
As the driver approached the affected area of track, heavy rainfall hitting the locomotive windscreen and other ambient conditions likely impeded their clear vision of the track area ahead. Despite travelling at a speed (33 km/h) lower than the maximum permitted track speed limit (60 km/h) for the area, the driver did not see the affected track at a distance that was sufficient for them to stop the train before it entered the washout. The track was unable to support the weight of the rolling stock as it passed over the affected area and the resultant deformation of the track initiated the derailment of train Y279.
Contributing factor
Ambient environmental conditions during the approach to Traveston impeded the driver's visibility of the track ahead. The driver sighted the scoured track area at a distance that was insufficient to stop the train before it entered the affected area and subsequently derailed.
Proceed authorisation
Network control personnel at the Rail Management Centre (RMC) were aware of the adverse weather conditions and associated signalling system outages that had affected the control area including track circuit failures at Traveston that resulted in signal CR25 at Cooran displaying a stop (red) indication. The driver of train Y279 was also aware of the adverse weather and had reported observations of the conditions to network control.
Both QR and Aurizon had implemented rules, procedures and guidelines to manage the risk to rail operations that may arise from an adverse weather event. The QR network rules and procedures (MD‑12‑189) specifically addressed the operation of rail traffic in flood areas. The rule specified conditions that would alert either rail traffic crew or the network control officer (NCO) to the existence of a flooded area. When either party became aware of a flood‑affected area, the rule required rail traffic to be stopped.
The network control personnel on duty did not associate any of the weather conditions or temporary signalling fault with the potential for flooding of the track. In the absence of information (including alarms) from the environmental monitoring station, they were unaware of the high rainfall or that floodwaters had overtopped the track in the section ahead of signal CR25.
On the belief that the clearance of signal CR25 to a proceed (green) indication confirmed the integrity of the track formation, and that it was generally safer for the train to proceed under signal indication than a written proceed authority (SW50), they instructed the driver of Y279 to accept the signal indication and proceed toward Traveston. The instruction to the driver to proceed in accordance with the signal indications meant the driver was authorised to travel up to the maximum speed permitted for that track section.
The signalling system provided a range of functions that included detection of rail vehicles, setting and proving of routes and the display of signal indications to rail traffic crew. Assurance of the integrity of the ballast or track formation supporting the rails was not a function of the signalling system.
The Aurizon procedures, critical safety alerts and safety shares each provided rail traffic crew with guidance on weather events that were hazardous to rail traffic. Generally, rail traffic crew were to take appropriate steps to protect the safety of the train and themselves, and if they believed conditions were unsafe to continue, they were to stop and report to the NCO.
If the water level meant the sleepers and the supporting ballast were not visible, or there were signs of washout or scouring of the ballast or formation, the decision to stop was easily justified by the rail traffic crew. Other conditions described in the guidance were less quantified such as ‘water on the formation and near the ballast’, ‘water in close proximity or around overhead line equipment’ or ‘potential track for formation deficiencies’. In those cases, the driver may be less likely to stop the train and report. Other than encountering overtopped or scoured track formation, rail traffic crews were to apply their judgement and drive to the conditions when proceeding, such as driving at a reduced speed to keep themselves and the rail traffic safe.
Rail traffic crews were also advised that, in addition to their actions, the rail infrastructure manager (in this instance QR) would monitor flood indicator alarms and take appropriate action should a condition affecting the network occur. The rail traffic crew were then to follow any instruction provided by the NCO.
It was possible that the driver of train Y279 was concerned of the risk of flooding but had an expectation that the rail infrastructure manager was also monitoring conditions and would provide instruction if required. Similarly, it was possible that the NCO was waiting for further advice from the driver on the conditions at Traveston. Despite this, having received the instruction to accept the indication displayed on signal CR25, the driver of train Y279 decided to proceed at reduced speed.
Contributing factor
While operations staff knew adverse weather in the area had affected the signalling system, they were not aware that floodwaters from heavy rainfall had overtopped the track. On the belief the clearance of signal CR25 confirmed the integrity of the track formation, they instructed the driver of Y279 to accept the signal indication and proceed toward Traveston.
Change management plans – network control
When the universal traffic control (UTC) 7 control area (encompassing Traveston) was moved from the Brisbane Operations Centre RC1 to the Mayne Control Centre in 2010, a decision was made to remove the display of warning and critical alarm text messages generated by the EMS from the NCO’s workstation. This change meant the NCO would no longer directly receive any weather-related warning or critical alarm messages for their control area. Instead, the fault shift coordinator was responsible for monitoring and responding to these messages in accordance with QR procedure MD‑11‑1955. This arrangement differed from what was in place at the Brisbane Operations Centre - RC1, and this remained unchanged when the Mayne Control Centre later transitioned to the RMC in 2015.
QR could not find a documented change management plan, risk assessment, or assurance activity for the transition of the UTC 7 board between control centres that explained the reason for this variance or assessed the potential risk to rail operations from removing the direct display of warning and alarm messages to the NCO. Additionally, there was no available information assessing whether the administrative procedure MD‑11‑1955 would provide a timely alert to network operations personnel, particularly the NCO, of a warning or critical alarm. Although functionality was available to automatically broadcast an email and text message to defined users of the warning or critical alarm, the user information fields within the remote monitoring system V2 (RMSv2) and integrated asset management protection system (IAMPS) databases were not populated to enable this functionality for any EMS in the UTC 7 control area. QR could not find any record of why the database was not updated to include network operations staff as alert recipients during the change or why the omission was not subsequently identified.
It was unclear whether the absence of the user information for network control personnel within the database was intentional or an error. However, the omission of user information for relevant network control personnel prevented an automated broadcast of warning and critical alarm messages to alert multiple users of the existence of a hazardous condition affecting the network. Rather, the arrangements implemented at the RMC relied solely on administrative procedures providing a timely alert to the NCO.
Contributing factor
The Queensland Rail change management processes implemented in 2010 and in 2015 to transfer the universal traffic control board for area 7 (Glass House Mountains to Gympie North) between control centres did not ensure that the system to alert operations staff at the Rail Management Centre of an adverse weather-related event would effectively manage the related risk to rail operations.
Environmental monitoring station alarm notification system ineffective
Weather-related warnings and critical alarm messages from the RMSv2/IAMPS were accessible at the network shift asset manager (NSAM) and fault shift coordinator (FSC) workstations within the RMC and Fault Coordination Centre (FCC) respectively. Despite being the only role with access to the application in the network control area, the NSAM's user profile did not allow them to acknowledge weather-related alarms. In addition, there was no procedural requirement for the NSAM to actively monitor the application for adverse weather conditions or alarm messages during their normal duties or when storm activity was forecast. This was consistent with the NSAM’s comments, where they stated that they did not routinely access the system. Therefore, unless the NSAM opened the application and selected a specific feature or were alerted by another means, they were unlikely to be aware of any weather-related alarms.
The FSC was tasked with monitoring and actioning alarms displayed at their workstation. All faults, warning or critical alarm messages, including weather related alarms were displayed as lines of text. According to alarm response procedure MD‑11‑1955, applicable to the control centre, the FSC was to acknowledge and action specific alarms (for example, level crossing, sensor, power supply, or telemetry failure). For other alarms, the procedure stipulated that only the responsible user(s) capable of actioning the alarm should acknowledge them. Weather-related alarms such as temperature, rainfall, and flooding were designated as the responsibility of the network control centre, with the NSAM being the only position at the RMC with access to the system.
If uncertain about the responsible party or if an alarm was not acknowledged promptly, the FSC was to acknowledge the alarm and contact the network control supervisor [day of operations coordinator] to report the event. The procedure identified network control as the responsible party to act on the alarm implying the FSC should intervene if the alarm was not acknowledged in a timely manner. The term ‘timely manner’ was not defined, but it was likely intended that alarms be acknowledged promptly.
RMSv2 training indicated that FSC responsibilities included signal engineering system support, actioning all other alarms displayed at their workstation, and assigning fault repair and maintenance tasks accordingly. If this responsibility was meant to encompass actioning weather‑related alarms, it appeared in conflict with the alarm response procedure, which indicated this was the role of the network control centre (NSAM). Therefore, the response procedure and associated RMSv2 system training contained conflicting and ambiguous information regarding which role was responsible to actively monitor and respond promptly to weather-related alarms.
Furthermore, the response procedure and RMSv2 system training did not include any reference to the automated email and text messaging feature designed to automatically broadcast weather‑related warnings and critical alarm messages to defined users. It was unclear whether the FSC, NSAM, train control leader, or day of operations coordinator roles would have been included in the database for the prompt receipt of the automated messages.
In summary, while network control centre operations personnel were primarily responsible for actioning EMS alarms, only the NSAM position had access to the system that displayed the alarm. However, there was no requirement for the NSAM to routinely access or monitor the system for flood alarms, but they did not have the permissions to acknowledge them. The FSC position did have the permissions but would likely only acknowledge the alarm if not done so promptly. In this case, the FSC had observed the alarm for Traveston (about 10 minutes prior to the derailment) but believed it was not their responsibility to action in the first instance and would likely to have already been addressed by operations personnel. Given this, and in the absence of an automated email and text message, the NCO responsible for the safe passage of Y279 was not aware of the significance of the weather event and authorised the train to proceed toward Traveston.
Contributing factor
The Queensland Rail alarm response procedure and automated messaging system used at the Rail Management Centre were ineffective in providing network operations staff timely notification of alarms from the environmental monitoring stations in the Glass House Mountains to Gympie North control area. (Safety issue)
Alarm follow-up
The QR alarm response procedure indicated that warning and critical alarms for temperature, rainfall, or flood exceedances from an EMS were the responsibility of the network control centre. This was likely as network control personnel, such as the NCO or train control leader, were best positioned to act promptly to manage the risk to rail traffic. The FSC was only to intervene if an alarm was not acknowledged in a timely manner or if the FSC doubted that the alarm was being addressed.
These preconditions were likely to result in delays in the FSC's response or lead to alarms being overlooked among other messages at their workstation. The FSC was the only user with permission to acknowledge an alarm from an EMS sensor. The FSC would therefore need to be involved at some point, if only to clear an EMS-related alarm text message from their workstation text field. In this instance, the alarm was not acknowledged by the FSC and remained active until cleared by the relieving FSC.
The FSC had to perform various tasks at the FCC, meaning they might not always be at their workstation to monitor weather-related warnings and alarms. The FSC became aware of a critical flood alarm at Traveston about 40 minutes after it activated, which coincided with the derailment of train Y279. The FSC likely did not know the location of train Y279 and considered an alarm active for that length of time as either already actioned by network control personnel. Statements from the FSC about when they noticed the alarm implied that, even if they had contacted network control personnel, the timing would not have been sufficient to alert the NCO to stop the train and prevent the derailment.
If the FSC had been aware of the critical flood alarm earlier that morning, the discrepancy between the intended response in the procedure and their understanding of their responsibilities meant they were unlikely to have informed network control personnel of the warning or critical alarm messages.
Other factor that increased risk
At about the time of the derailment, the fault shift coordinator had become aware of a critical flood alarm at Traveston that had activated about 40 minutes prior but believed it was not within their role to follow up on alarms that were the responsibility of network control.
Environmental monitoring station sensors
Traveston was one of several flood-prone locations on the North Coast Line identified by QR. This location had an EMS that could provide real-time recordings of rainfall, floodwater levels, and temperature. It also had closed-circuit television (CCTV) to give remote visual access for assessing local conditions at the cross-track drainage point.
Accessing CCTV footage was part of the RMC's guideline for responding to storm or severe weather events. However, the Traveston EMS rainfall sensor and CCTV camera were unserviceable at the time of the derailment.
Despite this, the absence of the rainfall sensor and CCTV was not an impediment to network control personnel identifying potential weather-related hazards to rail traffic. There was enough information from the flood sensor and other sources to alert network control personnel to conditions affecting the network and the potential hazards they posed to rail traffic safety.
Other factor that increased risk
The Traveston environmental monitoring station rainfall sensor and closed-circuit television camera were unserviceable at the time of the derailment.
The asset protection systems, including the EMS, provided network control personnel with ready access to real-time weather information when needed. It was crucial to maintain these systems in a serviceable condition and ensure their availability to network control personnel. If equipment failed or there was a delay in repairing the system, it was equally important to keep network control informed of the equipment's operational status.
The ATSB investigation RO-2018-007 found there was no process to ensure network control personnel knew which environmental monitoring or CCTV systems were unserviceable. QR implemented various proactive safety actions in response to these findings, however, they were applied only to the regional control centres (RC1 and Townsville). No similar arrangements were evident within the RMC. Therefore, the network control personnel at the RMC were not aware that the Traveston rainfall sensor and CCTV were not serviceable at the time of the derailment.
Other factor that increased risk
Queensland Rail did not have an effective means to ensure that operations staff at the Rail Management Centre were aware that environmental monitoring station sensors were unserviceable. (Safety issue)
Competency training to identify condition affecting network ineffective
The QR worker competency program trained network operational personnel in the relevant network control procedures, network rules, and general operating instructions through a series of initial and ongoing courses. Regular assessments verified the personnel’s understanding and application of these procedures, rules and instructions.
Effectively identifying and responding to conditions affecting the network was an essential part of the required competencies. For conditions caused by flooding or rain, the competencies included how personnel would become aware of adverse condition and the actions they should take in response. Alerts for network operations personnel could come from train crew, the Bureau of Meteorology (BoM), equipment failure or remote monitoring system (RMS) data.
The RMS related training and assessment provided an overview of available information and assessed their understanding of the required responses. However, no training included an overview of the EMS equipment, the possible alarm states, and their impact on safety. Several network operations personnel were not aware of the EMS equipment installed in the UTC 7 control area or the related weather information available through the RMSv2/IAMPS application on selected workstations.
Network operations personnel were also instructed that they may be alerted to conditions affecting the network through interrogating information published by the BoM. While aware of the instruction on the use of the BoM website, several personnel stated they had not received any training on how to interpret the information to recognise conditions that may be hazardous to rail traffic. On the evening of 22 February 2022 and into the early hours of the following day, several network operations personnel viewed information displayed on the BoM website. None of them considered the weather information particularly unusual for that location or time of year, or that the conditions posed and immediate risk to the operation of rail traffic.
Despite adverse weather conditions, BoM information (including severe weather warnings), reports from rail traffic crew of heavy rainfall and flooding, repeated signalling equipment and power supply failures, and known flood‑prone areas, a condition affecting the network was not recognised. Believing the signalling system would assure track integrity network control personnel authorised the driver of train Y279 to proceed past signal CR25 based on the displayed (green) indication.
Therefore, the training in the network control procedures, rules, and general operating instructions did not help the network operations personnel identify and evaluate the magnitude of the weather event or the conditions affecting the network that could pose a risk to rail traffic.
Without clear exceedance criteria for weather events (including high wind, temperature, rainfall intensity and flooding) and clear go/no go instructions, there was likely variability in how conditions were handled between QR network control centres and personnel. The ATSB investigation RO‑2015-028 similarly found the network rules, procedures and safety manual provided inconsistent guidance for identifying the magnitude of the potential hazards from weather events.
Other factor that increased risk
The Queensland Rail training program did not ensure personnel at the Rail Management Centre proactively monitored an adverse weather event or responded to reports and other information of a condition that could present a hazard to train movements. Subsequently, the network operations personnel relied on the clearance of a signal to determine the integrity of the track through a known flood‑prone area. (Safety issue).
Emergency egress
After derailing, the locomotive came to rest on its left side in the direction of travel, and in rising flood waters. The driver was ejected from their seat, fell to the assistant driver side, sustained minor injuries and lost their glasses. The disarrangement of equipment within the cab and the sudden darkness hindered the driver’s ability to assess their situation, locate their glasses, safety equipment (torch, handheld radio), or if necessary, exit the cab promptly. Crewing the train as driver-alone operation meant the driver had no other crew to assist in alerting network control of the emergency, assessing/treating injury, or egress from the overturned locomotive cab.
The driver managed to alert the NCO of the emergency using the train borne radio system, which remained operational but powered solely by the locomotive's main battery post-rollover. The radio functioned until the battery failed. Backup communication was available via a handheld 2-way radio, which the driver was able to locate and found serviceable following the derailment and rollover, allowing them to maintain welfare checks with train control. There was no mobile telephone coverage at the derailment location.
The locomotive cab was not fitted with an emergency lighting system. The overhead lighting, which had switched off during the derailment, could be operated by switches on the assistant driver’s side or the driver’s overhead console, neither of which were likely easily identifiable due to the lack of illumination. As the locomotive rested on its left side, only the switch on the assistant driver’s console was readily accessible to the driver. Powered solely by the main battery, it was unknown if the cab lights were serviceable or if the driver attempted to use them. However, after the driver located their hand-held torch, they were able to find their glasses, handheld 2-way radio, and further assessed their situation.
After the overhead traction system had been isolated, the driver, who was ambulatory, climbed onto the inspectors’ seat to access and open the rear-facing door leading to the walkway on the ‘B’ end side of the engine hood, enabling evacuation from the cab. The driver of train Y279 faced several conditions that matched the evacuation hazards identified in the Rail Industry Safety and Standards Board (RISSB) hazard register, increasing the risk of injury before emergency services arrived.
Other factor that increased risk
After derailing, the locomotive came to rest on its side in floodwaters. The driver was in darkness and unable to readily locate safety equipment.
Collision survivability – locomotive
Emergency equipment
The Aurizon rollingstock standards cross referenced relevant standards published by RISSB. Aurizon standards were developed in-house to address hazards specifically applicable to the Aurizon operations and rollingstock fleet (including locomotives). The RISSB standards were developed to broadly address rollingstock related hazards across multiple rail transport operators. As the standards were developed by Aurizon and RISSB independently, variance between the version dates of the standards was likely.
Additionally, for older locomotive classes such as the 2800, which was constructed prior to the published date of a referenced RISSB standard, variance between the existing locomotive construction or equipment fit out and the requirements of the standard may also arise. Variances were typically addressed through the scope of RISSB standards being applicable only to new or modified locomotives.
Both the Aurizon standard for rolling stock fire performance and interior environment referred to requirements contained in the RISSB lighting and rolling stock visibility standard. To protect people, the Aurizon fire performance standard specified rolling stock was to have adequate capacity to evacuate within a suitable time, adequate normal and emergency lighting (with reference to AS 7531) and back-up power supplies with adequate capacity. The back-up power supplies applied to both lighting and communications systems. As there was no distinction between the communication systems fitted to locomotive or passenger rolling stock, this indicated that the train borne radio communication system should have a back-up power supply in the event of a main battery failure.
The scope of standard AS 7531 applied to existing locomotives and included requirements for spaces (cabins, rooms, vestibules, aisles) to be fitted with emergency lighting. This was specifically to address the RISSB identified hazard of the inability to locate exits (unable to reach exit safety - unable to successfully evacuate). The Aurizon 2800 class locomotive, including 2811, was not fitted with an emergency lighting system or back-up power supplies. Rail traffic crew (including driver-alone operations) responding to an emergency during the hours of darkness were then reliant on locating, in the disarranged cab of an overturned locomotive, a hand-held torch carried as part rollingstock emergency equipment.
Similarly, in the event of damage to the train borne radio or failure of the main battery, rail traffic crew were also reliant on locating a serviceable 2-way radio or mobile telephone, if issued to the locomotive and mobile service was available, to notify network control of an emergency and for welfare communications.
Egress pathways
Locomotive 2811 was being operated from the No 2 end when it overturned. The laminated windscreens in the 2800 class locomotive did not have release handles, so the driver could only access and exit through the rear-facing door leading to the walkway on the ‘B’ side of the engine hood (primary pathway) or the driver’s side window (alternative pathway). Both these pathways were on the high side of the overturned 2.87m wide locomotive cab.
The driver, who was ambulatory, climbed on the inspector’s seat to reach the rear-facing door. In this instance, the derailment and rollover did not distort the door and frame, and since the door was hinged at the engine hood side, it opened easily without the need for further restraint.
If the rear-facing door could not be opened, the driver could use the alternative pathway through the driver’s side window. The driver had already slid open the window before the derailment and rollover, so the use of the glass hammer would not have been necessary.
The rigidity of the side window glass and frame to withstand the forces applied by a rail traffic crew member using this pathway was unknown. Additionally, should the driver (and other crew) be required use the glass hammer to break and remove the window glass above their head, their pathway would likely be difficult due to the hammer being fixed by a short tether, the necessity to climb, the layout of the console, and other fixtures within the cab. As the 2800 class locomotive cab did not have any footholds or climbing arrangements to aid rail traffic crew egress via the alternative pathway, this potentially increased their exposure to known evacuation hazards. This was particularly relevant to driver-alone operations where no other train crew were available to provide immediate assistance to egress the locomotive cab in an emergency.
Once the crew had exited to the high side of the locomotive, they had to descend to the surrounding ground level. Like the above, there were no external footholds or climbing arrangements to assist in descending from the locomotive. Unless emergency services were present with a ladder, the crew would likely need to climb down onto the locomotive bogie if attached. In this case, the driver was assisted to climb down onto the bogie. Alternatively, they would have to jump approximately 3 m to the ground level, exposing them to the additional hazard of falling from height. This hazard, although listed in the RISSB hazard register, was not associated with an evacuation hazard from a locomotive.
If the locomotive had rolled onto the right side in the direction of travel, the driver could have used the rear-facing door on the low side of the locomotive or the assistant driver’s side window, on the high side. Egress via the rear-facing door, if not obstructed by floodwater, debris or wreckage required the door, which is typically of heavy construction, to be latched/propped open during egress. The driver would have also faced hazards from the pathway being underneath damaged or potentially unstable rolling stock.
Similar evacuation hazards occurred if locomotive 2811 was operated from the No 1 end when it overturned. The primary access and egress pathway to the cab was via 2 external doors into a central vestibule, then a central door into the rear of the cab. The alternative pathway was via the side windows. The effectiveness of these egress pathways depended on which side the locomotive came to rest. On the left side in the direction of travel, the hinge of the door between the cab and central vestibule was on the upper side, meaning the door would likely need to be latched/propped open. After entering the vestibule, the crew then had to access the void between the external doors and latch/prop open the upper external door before climbing onto the upper side of the locomotive engine hood. The lower external door, once unlatched, would likely remain open, but egress via the lower external door to the underside of rolling stock exposed the crew to additional hazards.
If resting on the right side in the direction of travel, the central vestibule door would likely remain open. On entering the vestibule, the crew would likely encounter the scenario described above. The crew, using the alternative pathway via a side window, would likely encounter a similar scenario to that described for the No 2 end.
The driver of train Y279 noted that every emergency was different and was aware of the glass hammers in the locomotive cabs but had not received any specific instruction on its use, how to remove the glass from above their head or how to egress safely from the cab in an emergency. The Aurizon emergency response guide identified that, following locomotive rollover, access and egress may not be possible by the normal pathways and that alternative egress arrangements varied between locomotive classes, with some fitted with glass hammers for side windows or release handles for front windscreen removal.
The Aurizon standard 07‑STD‑003‑RSK required a window breaking hammer be accessible for every worker occupied glassed area that did not have emergency access to the outside of the vehicle. For a driver to exit from an overturned locomotive that did not have emergency access, such as the 2800 class, they either slid open a side window or used the hammer that was fixed by a short tether to smash and remove glass, at height and overhead.
The effectiveness of these emergency exit arrangements had not been assessed and verified to determine if the foreseeable scenarios such as those involving injury, varying physical attributes, mobility and availability of immediate assistance, as in driver-alone operations, were adequate.
Similarly, the ATSB investigation RO-2015-028, found the Aurizon emergency egress arrangements for rail crew from the 2800 class locomotive were not effective in all foreseeable circumstances. Aurizon was to continue reassessing the emergency evacuation procedures, windscreens, and secondary communication opportunities/options appliable to the locomotive fleet.
A collision or derailment can result in structural damage to the cab and/or result in the locomotive rolling onto its side. This can impede the egress routes normally used to access the cab. Situations where rolling stock has overturned present an increased exposure of rail traffic crew to hazards particularly at night in remote areas, and in this case, also with rising flood waters. Exposure is increased when operating the locomotive in the driver-alone configuration, where no immediate support is readily available to assist a potentially injured driver to egress from an overturned locomotive.
Other factor that increased risk
The emergency exit pathway through a side window, and the emergency equipment available in the enclosed cab of an Aurizon 2800 class locomotive were inadequate to ensure a prompt escape by crew and potentially limited access by emergency services in the event of a locomotive overturning. This increased the risk of injury to the crew from known evacuation hazards. (Safety issue)
Findings
ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors.
Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.
These findings should not be read as apportioning blame or liability to any particular organisation or individual.
From the evidence available, the following findings are made with respect to the Derailment involving freight train Y279 near Traveston, Queensland, on 23 February 2022.
Contributing factors
A localised heavy rainfall event near Traveston resulted in floodwater run-off that exceeded the capacity of the cross-track drainage system.
Floodwaters that overtopped the track scoured areas of the ballast and formation. The scouring compromised the capacity of the track to support the weight of a train passing over the affected area.
Ambient environmental conditions during the approach to Traveston impeded the driver's visibility of the track ahead. The driver sighted the scoured track area at a distance that was insufficient to stop the train before it entered the affected area and subsequently derailed.
While operations staff knew adverse weather in the area had affected the signalling system, they were not aware that floodwaters from heavy rainfall had overtopped the track. On the belief the clearance of signal CR25 confirmed the integrity of the track formation, they instructed the driver of Y279 to accept the signal indication and proceed toward Traveston.
The Queensland Rail change management processes implemented in 2010 and in 2015 to transfer the universal traffic control board for area 7 (Glass House Mountains to Gympie North) between control centres did not ensure that the system to alert operations staff at the Rail Management Centre of an adverse weather-related event would effectively manage the related risk to rail operations.
The Queensland Rail alarm response procedure and automated messaging system used at the Rail Management Centre were ineffective in providing network operations staff timely notification of alarms from the environmental monitoring stations in the Glass House Mountains to Gympie North control area. (Safety issue)
Other factors that increased risk
At about the time of the derailment, the fault shift coordinator had become aware of a critical flood alarm at Traveston that had activated about 40 minutes prior but believed it was not within their role to follow up on alarms that were the responsibility of network control.
The Traveston environmental monitoring station rainfall sensor and closed-circuit television camera were unserviceable at the time of the derailment.
Queensland Rail did not have an effective means to ensure that operations staff at the Rail Management Centre were aware that environmental monitoring station sensors were unserviceable. (Safety issue)
The Queensland Rail training program did not ensure personnel at the Rail Management Centre proactively monitored an adverse weather event or responded to reports and other information of a condition that could present a hazard to train movements. Subsequently, the network operations personnel relied on the clearance of a signal to determine the integrity of the track through a known flood‑prone area. (Safety issue)
After derailing, the locomotive came to rest on its side in floodwaters. The driver was in darkness and unable to readily locate safety equipment.
The emergency exit pathway through a side window, and the emergency equipment available in the enclosed cab of an Aurizon 2800 class locomotive were inadequate to ensure a prompt escape by crew and potentially limited access by emergency services in the event of a locomotive overturning. This increased the risk of injury to the crew from known evacuation hazards. (Safety issue)
Safety issues and actions
Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.
Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the rail industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.
All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.
Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.
Environmental monitoring station alarm notification system ineffective
Safety issue description: The Queensland Rail alarm response procedure and automated messaging system used at the Rail Management Centre were ineffective in providing network operations staff timely notification of alarms from the environmental monitoring stations in the Glass House Mountains to Gympie North control area.
Competency training to identify condition affecting the network ineffective
Safety issue description: The Queensland Rail training program did not ensure personnel at the Rail Management Centre proactively monitored an adverse weather event or responded to reports and other information of a condition that could present a hazard to train movements. Subsequently, the network operations personnel relied on the clearance of a signal to determine the integrity of the track through a known flood‑prone area.
Environmental monitoring station equipment serviceability
Safety issue description: Queensland Rail did not have an effective means to ensure that operations staff at the Rail Management Centre were aware that environmental management station sensors were unserviceable.
Safety issue description: The emergency exit pathway through a side window, and the emergency equipment available in the enclosed cab of an Aurizon 2800 class locomotive were inadequate to ensure a prompt escape by crew and potentially limited access by emergency services in the event of a locomotive overturning. This increased the risk of injury to the crew from known evacuation hazards.
Glossary
AEP
Annual exceedance probability
BoM
Bureau of Meteorology
CCTV
Closed-circuit television
CESS
Civil Engineering Structures Standard
CETS
Civil Engineering Track Standard
DAO
Driver-alone operation
DOC
Day of operations coordinator
EMS
Environmental monitoring station
FCC
Fault coordination centre
FSC
Fault shift coordinator
IAMPS
Integrated asset management protection system
NCO
Network control officer
NSAM
Network shift asset manager
QNRP
Queensland Network Rules and Procedures
QR
Queensland Rail
RMS
Remote monitoring system
RISSB
Rail Industry Safety and Standards Board
RMC
Rail Management Centre
RMSv2
Remote monitoring system telemetry
RTC
Rail traffic crew
SDCC
State Disaster Coordination Centre
SW50
Safeworking form
TCL
Train control leader
UTC
Universal traffic control
Sources and submissions
Sources of information
The sources of information during the investigation included:
rail traffic crew of train Y279
network operations personnel
Queensland Rail
Aurizon
recorded data from train Y279
recorded data and voice communications from Queensland Rail - Rail Management Centre
Rail Industry Safety and Standards Board, (2012). Australian Standard AS 7522:2012 – Railway Rolling Stock Access and Egress – Part 1 Locomotive Rolling Stock.
Rail Industry Safety and Standards Board. (2023). Australian Standard AS 7531:2023 – Lighting and Visibility,
Submissions
Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.
A draft of this report was provided to the following directly involved parties:
rail traffic crew of train Y279
network operations personnel
Queensland Rail
Aurizon
Office of the National Rail Safety Regulator.
Submissions were received from:
Queensland Rail
Aurizon
Office of the National Rail Safety Regulator.
The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Commonwealth Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this report is licensed under a Creative Commons Attribution 4.0 International licence.
The CC BY 4.0 licence enables you to distribute, remix, adapt, and build upon our material in any medium or format, so long as attribution is given to the Australian Transport Safety Bureau.
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1]Universal traffic control (UTC): a system unique to Queensland Rail that assists network control officers to safely route and monitor the movement of trains. Refer to section titled Queensland Rail network control information.
[2]Written authority for rail traffic used to issue an alternative proceed authority.
[3]Far North Controller was located at the Queensland Rail RC1 Operations Centre in Brisbane and controlled train movements on the North Coast Line from Gympie North to Parana, south of Rockhampton.
[4]Locomotive rolled to the left side of the track in the direction of travel.
[5]Small fold down seat located on the rear wall of the locomotive cab.
[6]Operation in which one sole rail safety worker has the responsibility for the control, operations and procedures for rail traffic.
[7]The effective train crossing loop length was recorded as 577.6 m, which included train slack and handling safety factors (comparison length).
[8]Special Climate Statement 76 – Extreme rainfall and flooding in south-eastern Queensland and eastern New South Wales, issued 23 May 2022.
[9]Annual exceedance probability (AEP) of 1% equates to a 1 in 100 likelihood of occurring in any given year.
[10]Queensland Rail Civil Engineering Structures Standard MD-10-586, version 7.0, dated 17 December 2021
[11]Queensland Rail Civil Engineering Track Standard MD-10-575, version 5, dated 20 November 2020
[12]In the rail co-regulatory model, RISSB provided good practice Standards, guidance and advice to help industry prove its so far as is reasonably practicable obligation in managing risk.
[13]Light vehicle capable of operating on rail tracks and the road network.
[14]Located at the 207.490 km mark, to the north of Gympie.
[15]MetEye was a BoM weather service that provided the latest weather and forecasts out to 7 days ahead, and for any location.
[16]Signalling equipment and circuits are considered vital where failure to function correctly could cause an unsafe outcome either directly or together with another signalling equipment or circuit failure. Vital signalling equipment is equipment whose safe operation is fundamental to the safe operation of the signalling system. Equipment for use in this mode should have been designed to ensure that it will not fail in an unsafe manner. This may well involve designing it in such a way that should it fail, it will fail in a predetermined state that does not lead to an unsafe situation.
[17]A system that concentrates information from various wayside systems into a single data feed that can be consumed by other applications.
[18]Disaster Management Plan SEQ Region, MD-15-483, version 4.0, updated 23 March 2021.
[19]The Department of Transport and Main Roads had the lead functional role in Queensland’s disaster management arrangements for transport systems.
[20]CESS defined a risk event to include heavy rainfall that may result in washouts, scour of foundations, ingress of underground water, and subsidence or slips.
[21]Aurizon Safety, Health & Environment (SNE) Enterprise-wide guide, Operation of rail traffic in adverse weather conditions, 07-GUI-002-SWK, version 1.0, 21 November 2017.
[22]Rail traffic crew defined as competent workers responsible for the operation of rail traffic.
[24]Reference to figures in Aurizon document illustrating examples of critical water levels, both still and flowing that covered the formation and ballast.
[25]Aurizon Incident Safety Share, Water across the track at Banyan Creek, Wednesday 7 March 2018.
[26]Aurizon Emergency response guide – Emergency and abnormal situation response for RTC, version 1.0 published on 9 March 2021 and updated to version 1.1 on 29 April 2022. Update included additional advice related to emergency or penalty brake applications.
[27]Derailment of freight train 9T92 near Julia Creek, Queensland 27 December 2015 (RO-2015-028).
[28]Collision with floodwater involving freight train 6729, Little Banyan Creek, Queensland, 7 March 2018 (RO-2018-007)
Interim report
Report release date: 22/11/2022
This interim report details factual information established in the investigation’s early evidence collection phase, and has been prepared to provide timely information to the industry and public. The report contains no analysis or findings, which will be detailed in the investigation’s final report. The information contained in this interim report is released in accordance with section 25 of the Transport Safety Investigation Act 2003.
The occurrence
Overview
At 2332 local time on 22 February 2022, freight train Y279, operated by Aurizon, departed Acacia Ridge, Queensland, for a journey to Stuart Yard, Queensland (Figure 1).
Figure 1: Station locations Acacia Ridge to Gympie North
The image shows stations and their distance (in track km) from Roma Street Station in Brisbane. Source: Queensland Rail, modified by the ATSB
At about 0200 on 23 February 2022, the Queensland Rail (QR) Traveston wayside remote monitoring system, located at the 149.280 km point between Cooran and Traveston, detected rising flood waters and, later, the overtopping of the rails by the floodwaters at that location. The weather station transmitted data via the QR integrated asset management protection system to the rail management centre, located at Bowen Hills. The system did not, however, broadcast any of the automatically generated warnings or critical alarm messages to the network control officer (NCO) or other relevant staff managing the rail operations through the Traveston area. The NCO, and subsequently the driver of train Y279, were not alerted that the floodwaters had overtopped the rails at the 149.280 km point.
At about 0318 on 23 February 2022, train Y279 derailed at the 149.076 km point after traversing a section of track affected by the floodwater run-off. Both locomotives and 4 rail vehicles of train Y279 derailed. The driver sustained minor injuries during the derailment.
Acacia Ridge to Pomona
At 2332 on 22 February 2022, train Y279 departed Acacia Ridge to travel north towards Stuart Yard (in Townsville). The driver recalled their journey from Acacia Ridge through the Brisbane area to their arrival at Glass House Mountains was routine, with light rain falling at several locations during that part of the journey.
At 0124 on 23 February 2022, Y279 departed Glass House Mountains (71.840 km point). The driver recalled that, after departing Glass House Mountains, there was an increase in the intensity of the rain as they travelled further north.
At about 0200, Y279 approached Eudlo (92.680 km point). At this time, the Traveston wayside remote monitoring system (Traveston RMS), located adjacent to a cross track concrete box type drainage culvert at the 149.280 km point (Figure 2), recorded the water level in the culvert had risen to 945 mm below rail height.
Figure 2: Location of Traveston wayside remote monitoring station and cross track drains
The image taken later the day of the derailment shows the relative locations of the derailed train Y279, cross track drains and the Traveston RMS. Source: ATSB
At about 0230, Y279 departed North Arm (117.170 km point). At this time, the Traveston RMS recorded the water level had risen to 321 mm below rail height. About 0236, the Traveston RMS recorded the water level had risen further to 12 mm below rail height. At about 0238, the water level was recorded to have overtopped the rail by 90 mm.
The Traveston RMS transmitted the recorded floodwater levels to the QR integrated asset management protection system (IAMPS) located at the rail management centre (RMC) at Bowen Hills. The IAMPS generated several warnings and critical alarm messages in response to the rising floodwater level and the overtopping of the rails at the Traveston RMS location. The IAMPS set-up did not enable the alarm messages generated from the Traveston or Pomona wayside remote monitoring stations to display at the Mayne network control centre’s universal traffic control (UTC) 7 workstation or broadcast to other key staff for response.
The NCO managing train movements through the Traveston area via the UTC 7 workstation was not aware that floodwaters had overtopped the rails at Traveston. The driver of Y270 recalled that, as they continued toward Cooroy (130.990 km point), they encountered ‘very heavy’ rain through that area.
At about 0242, as the driver approached Cooroy, the NCO radioed the driver to notify of a track fault that had affected the signalling system from Cooran toward Traveston and to prepare to stop Y279 at Cooran, signal CR25, to receive an SW50 form[1] to authorise them to continue toward Traveston. The driver acknowledged receipt of the message and continued their journey through Cooroy toward Pomona.
At about 0244, the Traveston RMS recorded floodwaters peaked at 193 mm above rail height before then starting to recede.
Pomona to Cooran
As Y279 approached Pomona (139.980 km point), the driver recalled that the rain was still heavy, and that there was floodwater pooled adjacent the track, with the level nearly to the top of the ballast in places.[2] The driver reduced train speed and continued toward the Pomona yard, where they recalled observing the floodwaters were lapping the underside of a rail bridge over a small creek at the entry to the yard.
The driver continued through Pomona toward Cooran (145.520 km point). They recalled that, as the train approached the Jampot Creek rail bridge, the floodwaters were pooled against the track formation and water was lapping the underside of the rail bridge. After crossing Jampot Creek, the driver continued toward Cooran where they stopped Y279 at signal CR25, as previously requested by the NCO.
At about 0308, the driver radioed the NCO in preparation to receive the SW50 form. The driver reported their observations of floodwaters through Pomona to the NCO, who advised they would follow up on the driver’s report.
During the conversation between the driver and the NCO, the signalling system recovered and signal CR25 displayed a proceed indication. The NCO advised the driver that they could now proceed under signal indication toward Woondum, the next station after Traveston. The NCO asked the driver to observe the signal indications as they went. The driver acknowledged and advised the NCO that they expected to encounter a lot of floodwater through the area ahead as well. The NCO requested the driver kept them updated on the situation along the way.
Cooran to Traveston
At about 0310, Y279 passed signal CR25 and continued toward Traveston. The driver initially increased the train speed to 27 km/h. Shortly after, the driver, expecting to encounter floodwaters, reduced the train speed to 15 km/h to travel through an area of track that was known to be prone to flooding (Figure 3). The driver recalled that, although floodwaters were present, they considered there was not enough water to be of concern.
Figure 3: Route map extract showing features between Cooran to Traveston
Image shows sections of driver competency-based route knowledge material highlighting key learning points. Image not drawn to scale; some discrepancy between km identifiers may present. Source: Queensland Rail, modified by the ATSB
At about 0315, after passing through the flood-prone area, the driver began to increase the train speed. The driver recalled that it was still raining, and they were having difficulty seeing out so they opened the driver’s side window to look out. Shortly after the driver sighted an anomaly in the track ahead. The train was travelling at a speed of 33 km/h.
At 0318 the driver moved the throttle to idle and the automatic brake control handle to the emergency position. The driver recounted they initially felt the locomotive dip, before commencing a pitching motion and rolling onto its side. Locomotive 2811 travelled about 56 m between the time the driver made an emergency brake application and coming to a stop resting on its side in the floodwater (Figure 4).
At about 0319, the driver radioed the NCO to report the train had derailed and the lead locomotive 2811 had come to rest on its side in the floodwaters. The driver reported they were ‘alright’ but ‘a bit shaken up’ and that there would be a ‘fair sort of a mess’ at the site.
The driver could not see anything to identify the kilometre location of the train apart from a 60 km speed board located on the trackside ahead. Network control centre staff established, in discussion with the driver, the derailment location was ‘on the straight’ just prior to Traveston Station. The status of the overhead traction supply was unknown and network control staff instructed the driver to remain in the locomotive cab until receipt of further advice.
Figure 4: Derailed rail vehicles from train Y279
The image (taken later on the day of the derailment) shows derailed rail vehicles from train Y279, washout and other damage to the track formation. Source: ATSB
Events post derailment of Y279
The network control centre staff initiated emergency response procedures, contacting the emergency services and QR staff. The NCO made regular radio contact with the driver, checking their welfare and updating them on the status of emergency services and the isolation of the overhead traction system.
At about 0407, the driver reported to the NCO that they had sighted flashing lights from emergency services vehicles. At about 0505, the driver reported the train radio had failed and they were now using a handheld radio. The driver also reported that floodwaters in the locomotive cab were rising slowly. At about 0552, network control radioed the driver to advise the overhead supply was isolated and they could exit the cab.
At 0618, emergency services reached the locomotive and assisted the driver to climb out of the cab onto the side of the locomotive. Floodwaters hindered arrangements for the driver to access ambulance services for a medical assessment until about 0755.
Context
Train information
Aurizon train Y279 comprised locomotives 2811 leading and 2338 trailing, hauling 27 wagons carrying containerised freight, which included dangerous goods. The containers carrying dangerous goods were positioned toward the rear of the train. Train Y279 was 562.9 m in length with a gross mass of 1,695.7 tonnes. The train was crewed in a driver only configuration.
Track information
North Coast Line system
The Queensland Rail (QR) North Coast rail system extended between Brisbane in the south and Cairns in the north. The system comprised 2 parts: the north, running from Rockhampton to Cairns; and the south, running from Roma Street Station to Rockhampton. Traveston Station was located in the south. The North Coast rail system (south) carried various containerised and bulk freight products. Long distance and high-speed passenger train services also operated on the system to service the central and North Queensland areas.
QR managed the railway where the derailment occurred, with the movement of rail traffic controlled from its QR Mayne network control centre, UTC 7 workstation, located at Bowen Hills in Queensland. The system was operated utilising remote controlled signalling, automatic train control and automatic train protection systems. The track length between Roma Street Station and Rockhampton was electrified with an 25kV 50 Hz alternating current (AC) traction system.
The narrow gauge (1,067 mm) track at the derailment location consisted of 47 kg/m rail fastened to concrete sleepers by resilient clips laid on a formation of crushed rock ballast. The configuration of the track from Cooran toward Traveston included a series of left and right curves of varying radius and was generally of falling grades. Approaching the derailment site in the direction of travel of train Y279, the configuration included a left curve of 239 m radius before transitioning to tangent track.
Track drainage at derailment site
Adjacent the derailment site, there was one 900 mm diameter concrete pipe installed under the track formation at the 149.020 km point. Immediately north of the site there were 2, 2700 mm concrete box culverts installed under the track formation at the 149.280 km point. Rainwater run-off flowed through the under-track drainage from the west to east into Six Mile Creek (Figure 2).
Queensland Rail weather monitoring systems
QR implemented a variety of management systems and operational procedures/protocols to assist staff to detect and respond to weather events that may affect the network. Available sources of weather information included:
Bureau of Meteorology data
weather briefings/3 day forecast summary
MyGEO Emergency management and weather applications[3]
QR integrated asset management protection system (IAMPS).
The IAMPS provided an interface displaying real time data derived from a variety of sources to relevant personnel at either the regional or Mayne network control centres. Wayside remote monitoring stations (RMSs) situated at selected sites throughout the rail system relayed information from a variety of installed devices, which included weighbridges, rainfall, flood and temperature monitors, hot bearing detectors, bearing acoustic monitors, wheel impact and load detectors.
The RMS sites on the North Coast rail system (south) included:
Elimbah
Glass House Mountains (Coonowrin Creek)
Caboolture (King Johns Creek)
Pomona
Traveston.
The Pomona and Traveston RMSs recorded rainfall,[4] flood and temperature data. The IAMPS application displayed related information and generated various warning and alarm messages in response to the detection of a range of defined parameters (Table 1).
Table 1: Weather station warning and alarm parameters for rainfall and flooding
Parameter
Priority
Description
Alarm text
Water height has been detected 1 m below rail height
Warning
Flood sensor has detected water 1m below the rail height
Water level is 1m below rail height at <KM Point/Track Name or location name>.
Water height has been detected 40 cm below rail height
Warning
Flood sensor has detected water 40cm below the rail height
Water level is 40cm below rail height at <KM Point/Track Name or location name>.
Water height has been detected 10 cm below rail height
Warning
Flood sensor has detected water 10cm below the rail height
Water level is 10cm below rail height at <KM Point/Track Name or location name>
Water height has been detected at rail height
Critical
Flood sensor has detected water at rail height
Water level is at rail height at <KM Point/Track Name or location name>.
Water height has been detected 20 cm above rail height
Critical
Flood sensor has detected water 20cm above the rail height
Water level is 20cm above rail height at <KM Point/Track Name or location name>
Water height has been detected 50 cm above rail height
Critical
Flood sensor has detected water 50cm above the rail height
Water level is 50cm above rail height at <KM Point/Track Name or location name>
The 1-hour total rainfall figure has exceeded 50 mm
Warning
Heavy rainfall detected
Heavy rainfall (more than 50mm in 1 hour) at <station>.
Rainfall in excess of 100 mm/h has been detected for 10 minutes
Warning
Heavy rainfall detected
Heavy rainfall (more than 100mm/hr in 10 minutes) at <KM Point/Track Name or location name>.
Warning and alarm messages trigger for both the exceedance and recovery of a listed parameter. Recovery messages not included in the table above.
The data and alarms were available at workstations at the fault centre coordinator (FCC) and network shift asset manager (NSAM), located respectively at the Mayne fault coordination centre and the Mayne network control centre at Bowen Hills. The staff attending the respective workstations had to open the application to view readings and the warning and critical alarm messages.
Automated messaging via text and e-mail alerts to specified recipients was also available if a warning or critical alarm occurred. In response to the warnings and alarms generated from the Traveston and Pomona RMS data, the automated messages were not broadcast, as no recipients were defined within the IAMPS database.
The IAMPS also displayed messages of new alarms generated in a text format on the display of the train control workstations located in the regional network control centres. No messaging of alarms generated by the IAMPS was displayed to the UTC train control workstations located at the Mayne network control centre.
Safety action
Following the derailment of train Y279, Queensland Rail undertook actions to:
Review the regional operations status document, MD-20-53 to consider the effectiveness/appropriateness of the risk management for network conditions
Review/implement local business procedures for compliance with the minimum requirements of MD-20-53 and ensure that relevant staff receive related training and/or instructions
Review the asset protection systems delivery specification, MD-21-306 to include the principles for alarm management and to clarity response actions to ensure consistency across QR operations as the rail infrastructure manager
Review the amendments to MD-21-306 and (if required) develop an action plan to review and update associated documents:
MD-11-1955, RMS alarm response for fault coordination centres procedure
UTC SR200, wayside alarms to train control
RMS V2 VIEWX and VVIEWX user guide
Ensure consistency between the above amendments and documents:
MD-14-37, network control manual
MD-14-36, general appendix
Review whether training and/or instruction to affected rail safety workers is required following an amendment to the above documents
Conduct a risk-based review to determine the feasibility of implementing environmental management system (EMS) alarms at the South-East Queensland (SEQ) rail management centre universal traffic control boards to provide relevant alarm notification to the network control officer (NCO). Pending the outcome of the review, develop an implementation plan for the training of affected NCOs and other stakeholders
Review current EMS alarm notifications provided at regional control centres to ensure effectiveness/appropriateness of the alarms displayed at the NCO workstations
Review SEQ control centre EMS CCTV availability and consider access arrangements for network control centre personnel to monitor as required including the:
appropriate roles to have access
appropriate response actions to be taken upon identification of possible conditions
training and/or instruction requirements for the affected rail safety workers
Review available EMS CCTV availability at regional control centres to ensure NCOs have sufficient access and instruction to monitor the CCTV information
Develop maintenance bulletin/alert in relation to the requirements for raising corrective maintenance work orders when conducting preventative maintenance on the weather monitoring system (WMS)/EMS equipment, as per the asset protection preventative maintenance check sheet MD-16-442
Review sampled work orders that fall outside of the scheduled response timeframes to determine causality. Pending causality, review findings and present to the relevant general managers of the business line for corrective action development.
Further investigation
To date, the ATSB has obtained relevant material and conducted interviews with a number of Aurizon and Queensland Rail staff.
The investigation is continuing and will include review and examination of:
the integrated asset management protection system (IAMPS) and arrangements for the distribution of weather-related warning and alarm messages generated by the system
procedures for response to weather related warning and alarm messages
procedures for the identification and management of a potential hazard from a weather event
training provided to network control operations staff in the management of weather events
maintenance inspections of the serviceability of cross track drainage systems at Traveston
training provided to drivers in the identification and management of weather events
procedures and training provided to drivers in the emergency egress arrangements from a locomotive cab.
Should a critical safety issue be identified during the course of the investigation, the ATSB will immediately notify relevant parties so appropriate and timely safety action can be taken.
A final report will be released at the conclusion of the investigation.
Purpose of safety investigations
The objective of a safety investigation is to enhance transport safety. This is done through:
identifying safety issues and facilitating safety action to address those issues
providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.
It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.
Terminology
An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.
Publishing information
Released in accordance with section 25 of the Transport Safety Investigation Act 2003
Ownership of intellectual property rights in this publication
Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.
Creative Commons licence
With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.
Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.
The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau
Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.
[1] MyGEO application developed by QR provided network control centres and other operational areas with a portal for single-point access to weather information, fire conditions, traffic and other relevant information for the management of major weather events or emergencies.
[2] At the time of the occurrence, no rainfall rate data was available from the Traveston RFS.
[3] SW50 form was a written authority for rail traffic to proceed.
[4] At 0150, the Pomona RMS recorded a rainfall rate of 127 mm/h. At 0220, the Pomona RMS recorded the floodwater level at 380 mm below rail height.