An analytical model of pedestrian delay for pedestrian-actuated cycle length preserving signal traffic control
https://doi.org/10.29235/1561-2430-2025-61-1-63-73
Abstract
This paper considers the problem of developing a rigorous analytical model for estimating pedestrian delays at a signalized intersection when the pedestrian traffic at this intersection is controlled by a “smart” algorithm that operates according to the following principle: if “the pedestrian call button has not been pressed”, skip the pedestrian service interval reserved by the control scheme and pass the unused time to conflicting road users (thereby preserving the length of the control cycle), otherwise activate the reserved interval and serve the pedestrians. Under the assumption of a Poisson process of arrivals, a rigorous development of the corresponding model and its comparison with the existing best-known and used analogue is performed based on the apparatus of probability theory. By means of a computational experiment it is shown that the proposed model is much more accurate and correct than this analogue. Finally, a primary analysis of the model is performed, with results allowing to assess the appropriateness of implementing such a control algorithm in terms of the significant increase in individual pedestrian delays.
About the Authors
D. S. SarazhinskyBelarus
Denis S. Sarazhinsky – Associate Professor, Ph. D. (Phy sics and Mathematics), Associate Professor in the Depart ment of Transport Systems and Technologies
65, Nezavisimosti Ave., 220013, Minsk
D. V. Kapski
Belarus
Denis V. Kapski – Dr. Sc. (Engineering), Professor, Professor in the Department of Transport Systems and Te chnologies; Professor in the Department of Information Resource Management
65, Nezavisimosti Ave., 220013, Minsk
17, Moskovskaya Str., 220007, Minsk
References
1. United Nations Economic Commission for Europe. A Handbook on Sustainable Urban Mobility and Spatial Planning: Promoting Active Mobility. UN, 2020. 234 p. https://doi.org/10.18356/8d742f54-en
2. Inose H., Hamada T. Road Traffic Control. University of Tokyo Press, 1975. 331 p.
3. National Academies of Sciences, Engineering, and Medicine. Traffic Signal Control Strategies for Pedestrians and Bicyclists. Washington, DC: The National Academies Press, 2022. https://doi.org/10.17226/26491
4. Buslenko N. P. Modeling of Complex Systems. Moscow, Nauka Publ., 1978. 400 p. (in Russian).
5. Sovetov B. Ya., Yakovlev S. A. System Modeling. Moscow, Vysshaya shkola Publ., 2007. 343 p. (in Russian).
6. Kharin Yu. S., Malyugin V. I., Kirlitsa V. P., Lobach V. I. Fundamentals of Simulation and Statistical Modeling. Minsk, Dizain PRO Publ., 1997. 288 p. (in Russian).
7. Akçelik R., Besley M. Microsimulation and analytical methods for modelling urban traffic. Paper presented at the Conference on Advance Modeling Techniques and Quality of Service in Highway Capacity Analysis, Truckee, California, USA, July 2001. 19 р.
8. Gavric S., Sarazhinsky D., Stevanovic A., Dobrota N. Development and evaluation of non-traditional pedestrian timing treatments for coordinated signalized intersections. Transportation Research Record: Journal of the Transportation Research Board, vol. 2677, iss. 1, pp. 460–474. https://doi.org/10.1177/03611981221099913
9. Feng-Bor Lin. A simulation analysis of pedestrian actuated traffic signal control system. Transportation Research, 1978, vol. 12, iss. 1, pp. 21–28. https://doi.org/10.1016/0041-1647(78)90103-x
10. Gavric S., Erdagi I. G., Stevanovic A. Environmental Assessment of Incorrect Automated Pedestrian Detection and Common Pedestrian Timing Treatments at Signalized Intersections. Sustainability, 2024, vol. 16, no. 11, art. ID 4487. https://doi.org/10.3390/su16114487
11. COLOMBO Deliverable 2.2: Policy Definition and dynamic Policy Selection Algorithms, 2014. Available at: https://elib.dlr.de/96128/1/COLOMBO_D2.2_PolicySelectionDefinition_v1.9.pdf (accessed 5 August 2024).
12. Traffic Signs Manual: Chapter 9. Traffic Signals. Spain, Department Transport, Tourism and Sport, 2019. Available at: https://assets.gov.ie/34735/fb85c77684d045b495b70335d8d3cf20.pdf (accessed 5 August 2024).
13. Rouphail N., Tarko A., Li J. Traffic flow at signalized intersections, 1997. Available at: https://www.fhwa.dot.gov/publications/research/operations/tft/chap9.pdf (accessed 5 August 2024).
14. Daley D. J., Vere-Jones D. An Introduction to the Theory of Point Processes. Vol. 2. General Theory and Structure. Springer, New York, 2008. https://doi.org/10.1007/978-0-387-49835-5
15. Wang X., Tian Z. Z., Ohene F., Koonce P. J. V. Pedestrian Delay Models at Signalized Intersections Considering Signal Phasing and Pedestrian Treatment Alternatives. Presented at 88th Annual Meeting of the Transportation Research Board. Washington, D. C., 2009. Available at: https://trid.trb.org/view.aspx?id=881786