Technical Papers
Feb 29, 2024

Estimating Runway Overrun Risks of Landing Aircraft

Publication: Journal of Infrastructure Systems
Volume 30, Issue 2

Abstract

This paper presents a procedure to estimate runway overrun risks of landing aircraft under different combinations of operating factors, including aircraft landing weight, landing speed, landing location, pavement skid resistance, and runway length. The procedure consists of two main parts: determination of braking distance, and calculation of overrun risk. A significant contribution is the determination of available skid resistance as a function of aircraft speed and pavement conditions in the calculation of braking distance. Any aircraft type as well as dimensions of pavement grooves, if present, can be considered. The impacts of low skid resistance on overrun risk, owing to either wet weather conditions, traffic polishing effect on pavement surface texture, or changes of groove dimensions caused by contamination or load-induced deformation, are considered. A demonstrative example is presented to (1) calculate the braking distances of a B777 aircraft for different landing weights, landing speeds, pavement groove dimensions, and pavement skid resistance states; and (2) determine the corresponding overrun risks as a function of aircraft landing speed, landing location, and available runway length. Compared with existing overrun risk prediction methods, the proposed method is unique in that it deterministically considers airport- and runway-related factors in the overrun risk calculation, and it does not require any historical incident and accident data. It estimates aircraft-specific overrun risk for the specific runway analyzed under actual runway operating conditions.

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Data Availability Statement

All data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request, such as the finite-element skid resistance simulation model and numerical example results.

Acknowledgments

This work was supported by the Fundamental Research Funds for the Central Universities, CHD (Grant No. 300102373301).

References

AASHTO. 2008. Guide for pavement friction. Washington, DC: AASHTO.
ACRP (Airport Cooperative Research Program). 2008. Analysis of aircraft overruns and undershoots for runway safety areas. Washington, DC: ACRP.
ACRP (Airport Cooperative Research Program). 2011. Improved models for risk assessment of runway safety areas. Washington, DC: ACRP.
Anupam, K., S. Srirangam, A. Scarpas, C. Kasbergen, and M. Kane. 2014. “Study of cornering maneuvers of a pneumatic tire on asphalt pavement surfaces using the finite element method.” Transp. Res. Rec. 2457 (1): 129–139. https://doi.org/10.3141/2457-14.
ATSB (Australian Transport Safety Bureau). 2009. Runway excursions: Part 1—A worldwide review of commercial jet aircraft runway excursions. Canberra, Australia: ASTB.
ATSB (Australian Transport Safety Bureau). 2020. “Runway overrun involving Fokker F100, VH-NHY Newman airport, Western Australia. on 9 January 2020.” Accessed February 1, 2023. https://www.atsb.gov.au/publications/investigation_reports/2020/aair/ao-2020-002/.
Ayra, E. S., and J. Cano. 2019. “Bayesian network for managing runway overruns in aviation safety.” J. Aerosp. Inf. Syst. 16 (12): 546–558. https://doi.org/10.2514/1.I010726.
Byrdsong, T. A., and T. J. Yager. 1973. Some effects of grooved runway configurations on aircraft tire braking traction under flooded runway conditions. Washington, DC: National Aeronautics and Space Administration.
Calle-Alonso, F., C. J. Pérez, and E. S. Ayra. 2019. “A Bayesian-network-based approach to risk analysis in runway excursions.” J. Navig. 72 (5): 1121–1139. https://doi.org/10.1017/S0373463319000109.
Caves, R. E., and I. Kirkland. 1999. “Runway overrun risk assessment.” Transp. Res. Rec. 1662 (1): 67–73. https://doi.org/10.3141/1662-08.
Chu, L., J. Peng, Y. Liu, and T. F. Fwa. 2022. “Effectiveness of pavement grooving in skidding prevention on horizontal curves.” J. Transp. Eng. Part B Pavements 148 (4): 04022054. https://doi.org/10.1061/JPEODX.0000404.
Eurocontrol. 2021. “Global action plan for the prevention of runway excursion.” Accessed February 14, 2023. https://flightsafety.org/wp-content/uploads/2021/05/GAPPRE-Parts-1-2-2021-FINAL.pdf.
FAA (Federal Aviation Administration). 2016. Measurement, construction & maintenance of skid resistant airport pavement surface. Advisory Circular AC 150/5320-12D. Washington, DC: Federal Aviation Administration.
FSF (Flight Safety Foundation). 2022. “Runway excursion monitoring tool.” Accessed May 1, 2022. https://flightsafety.org/toolkits-resources/gappre/.
Fwa, T. F., and L. Chu. 2021. “The concept of pavement skid resistance state.” Road Mater. Pavement Des. 22 (1): 101–120. https://doi.org/10.1080/14680629.2019.1618366.
Fwa, T. F., and G. P. Ong. 2008. “Wet-pavement hydroplaning risk and skid resistance: Analysis.” J. Transp. Eng. 134 (5): 182–190. https://doi.org/10.1061/(ASCE)0733-947X(2008)134:5(182).
Hall, J. W., K. L. Smith, L. Titus-Glover, J. C. Wambold, T. J. Yager, and Z. Rado. 2009. Guide for pavement friction. Washington, DC: National Cooperative Highway Research Program.
Henry, J. J. 2000. Evaluation of pavement friction characteristics. Washington, DC: Transportation Research Board.
Henry, J. J., and M. C. Liu. 1978. “Prediction of skid resistance as a function of speed from pavement texture.” Transp. Res. Rec. 666 (2): 7–10.
Hobeika, A. G., A. A. Trani, H. D. Sherali, and B. J. Kim. 1993. “Microcomputer model for design and location of runway exits.” J. Transp. Eng. 119 (3): 385–401. https://doi.org/10.1061/(ASCE)0733-947X(1993)119:3(385).
Horne, W. B., and T. J. W. Leland. 1962. Influence of tire tread pattern and runway surface condition on braking friction and rolling resistance of a modern aircraft tire. NASA Technical Note D-1376. Washington, DC: National Aeronautics and Space Administration.
Horne, W. B., and J. A. Tanner. 1969. Joint NASA-British Ministry of Technology skid correlation study: Results from American vehicles. NASA SP-5073. Washington, DC: National Aeronautics and Space Administration.
Hradecky, S. 2018a. “Accident: UTAir B738 at Sochi on Sep 1st 2018, overran runway on landing.” Accessed February 1, 2023. https://avherald.com/h?article=4bd19050/0000&opt=0.
Hradecky, S. 2018b. “Incident: United B739 at Green Bay on Feb 23rd 2018, overran runway on landing.” Accessed February 1, 2023. https://avherald.com/h?article=4b546c1e&opt=0.
Hradecky, S. 2019. “Incident: Mahan A313 at Yerevan on May 26th 2019, overran displaced end of runway.” Accessed February 1, 2023. https://avherald.com/h?article=4c8bf4e2&opt=0.
Hradecky, S. 2020. “Accident: India Express B738 at Kozhikode on Aug 7th 2020, overran runway and fell into valley.” Accessed February 1, 2023. https://avherald.com/h?article=4daf960f.
ICAO (International Civil Aviation Organization). 2018. “Annex 14 aerodromes.” In Vol. 1 of Aerodrome design and operations. 8th ed. Montreal, Canada: ICAO.
Janic, M. 2000. “An assessment of risk and safety in civil aviation.” J. Air Transp. Manage. 6 (1): 43–50. https://doi.org/10.1016/S0969-6997(99)00021-6.
Kim, B. J., A. A. Trani, X. Gu, and C. Zhong. 1996. “Computer simulation model for airplane landing-performance prediction.” Transp. Res. Rec. 1562 (1): 53–62. https://doi.org/10.1177/0361198196156200107.
Kirkland, I. D. L. 2001. “The risk assessment of aircraft runway overrun accidents and incidents.” Ph.D. thesis, School of Architecture, Building and Civil Engineering, Loughborough Univ.
Kirkland, I. D. L., R. E. Caves, I. M. Humphreys, and D. E. Pitfield. 2004. “An improved methodology for assessing risk in aircraft operations at airports, applied to runway overruns.” Saf. Sci. 42 (10): 891–905. https://doi.org/10.1016/j.ssci.2004.04.002.
Liu, Y., L. Chu, and T. F. Fwa. 2023a. “Analysis of aircraft skidding potential on rapid exit taxiways.” Int. J. Pavement Eng. 24 (2): 2039921. https://doi.org/10.1080/10298436.2022.2039921.
Liu, Y., L. Chu, J. Peng, and T. F. Fwa. 2023b. “Critical groove depth and width for maintenance management of runway pavements.” Int. J. Pavement Eng. 24 (2): 2052875. https://doi.org/10.1080/10298436.2022.2052875.
Mirmohammadsadeghi, N., and A. Trani. 2020. “Prediction of runway occupancy time and runway exit distance with feedforward neural networks.” In Proc., AIAA Scitech 2020 Forum. Orlando, FL: American Institute of Aeronautics and Astronautics. https://doi.org/10.2514/6.2020-1402.
NTSB (National Transportation Safety Board). 2019. “Runway overrun during thunderstorm.” Accessed February 1, 2023. https://www.ntsb.gov/investigations/Pages/DCA19MA143.aspx.
Ong, G. P., and T. F. Fwa. 2007a. “Prediction of wet-pavement skid resistance and hydroplaning potential.” Transp. Res. Rec. 2005 (1): 160–171.
Ong, G. P., and T. F. Fwa. 2007b. “Wet-pavement hydroplaning risk and skid resistance: Modeling.” J. Transp. Eng. 133 (10): 590–598. https://doi.org/10.1061/(ASCE)0733-947X(2007)133:10(590).
Ong, G. P., and T. F. Fwa. 2010a. “Mechanistic interpretation of braking distance specifications and pavement friction requirements.” Transp. Res. Rec. 2155 (1): 145–157. https://doi.org/10.3141/2155-16.
Ong, G. P., and T. F. Fwa. 2010b. “Modeling skid resistance of commercial trucks on highways.” J. Transp. Eng. 136 (6): 510–517. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000116.
Ong, G. P., T. F. Fwa, and J. Guo. 2005. “Modelling hydroplaning and effects of pavement microtexture.” Transp. Res. Rec. 1905 (1): 166–176. https://doi.org/10.1177/0361198105190500118.
Rose, J. G., and B. M. Gallaway. 1977. “Water depth influence on pavement friction.” Transp. Eng. J. ASCE 103 (4): 491–506. https://doi.org/10.1061/TPEJAN.0000648.
Salt, G. F. 1977. “Research on skid-resistance at the transport and road research laboratory (1972–1977).” Transp. Res. Rec. 622 (Jun): 26–38.
SKYbrary. 2018a. “B738, Mumbai India, 2018.” Accessed February 1, 2023. https://www.skybrary.aero/accidents-and-incidents/b738-mumbai-india-2018.
SKYbrary. 2018b. “B744, Halifax NS Canada, 2018.” Accessed February 1, 2023. https://skybrary.aero/accidents-and-incidents/b744-halifax-ns-canada-2018.
Valdés, R. M. A., F. G. Comendador, L. M. Gordún, and F. J. S. Nieto. 2011. “The development of probabilistic models to estimate accident risk (due to runway overrun and landing undershoot) applicable to the design and construction of runway safety areas.” Saf. Sci. 49 (5): 633–650. https://doi.org/10.1016/j.ssci.2010.09.020.
Van Es, G. W. H. 2005. Running out of runway: Analysis of 35 years of landing overrun accidents. Amsterdam, Netherlands: National Aerospace Laboratory NLR.
Wagner, D. C. S., and K. Barker. 2014. “Statistical methods for modeling the risk of runway excursions.” J. Risk Res. 17 (7): 885–901. https://doi.org/10.1080/13669877.2013.822913.
Wong, D. K. Y., D. E. Pitfield, R. E. Caves, and A. J. Appleyard. 2006. “Quantifying and characterising aviation accident risk factors.” J. Air Transp. Manage. 12 (6): 352–357. https://doi.org/10.1016/j.jairtraman.2006.09.002.
Wong, D. K. Y., D. E. Pitfield, R. E. Caves, and A. J. Appleyard. 2009. “The development of a more risk-sensitive and flexible airport safety area strategy: Part I. The development of an improved accident frequency model.” Saf. Sci. 47 (7): 903–912. https://doi.org/10.1016/j.ssci.2008.09.010.
Yager, T. J. 1969. Comparative braking performance of various aircraft on grooved and ungrooved pavements at the landing research runway. Washington, DC: National Aeronautics and Space Administration.
Zhu, X., Y. Yang, H. Zhao, D. Jelagin, F. Chen, F. A. Gilabert, and A. Guarin. 2021. “Effects of surface texture deterioration and wet surface conditions on asphalt runway skid resistance.” Tribol. Int. 153 (Jan): 106589. https://doi.org/10.1016/j.triboint.2020.106589.
Zwirglmaier, K., and D. Straub. 2016. “A discretization procedure for rare events in Bayesian networks.” Reliab. Eng. Syst. Saf. 153 (Sep): 96–109. https://doi.org/10.1016/j.ress.2016.04.008.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 30Issue 2June 2024

History

Received: Aug 28, 2023
Accepted: Jan 6, 2024
Published online: Feb 29, 2024
Published in print: Jun 1, 2024
Discussion open until: Jul 29, 2024

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L. Chu
Associate Professor, School of Highway, Chang’an Univ., Xi’an 710119, China.
Yuanyuan Liu [email protected]
Lecturer, School of Civil Engineering and Architecture, Nanchang Hangkong Univ., Nanchang 330063, China (corresponding author). Email: [email protected]
Professor, College of Future Engineering, Chang’an Univ., Xi’an 710119, China; Emeritus Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 119077. ORCID: https://orcid.org/0000-0002-4844-6074

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