Abstract
This paper proposes a new model to study traffic flow at a multi-lane urban intersection, through detailed space considerations, using cellular automata (CA) and Minimum Acceptable sPace (MAP) method. Heterogeneity and inconsistency of driver behaviour and interactions at entrances of two-lane intersections are simulated by incorporation of different categories of driver behaviour and reassignment of categories with given probabilities at each time step. The method is able to reproduce many features of urban traffic, for which gap-acceptance models are less appropriate. Vehicles on entry roads are allocated to lanes based on queue-length on each lane. Two two-lane roundabout models are developed with different vehicle lane-allocation patterns. Various properties of two-lane intersection operations have been explored including throughput, turning rates, critical arrival rates and congestion on the intersections. Vehicle movements in this paper relate to left-side driving, such as found in UK and Ireland. However, rules are generally applicable.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsPreview
Unable to display preview. Download preview PDF.
References
Lajunen, T., Parker, D. Summala, H.: Does traffic congestion increase driver aggression?, Transportation Research F, Vol. 2(4), Elsevier (1999) 225–236
Norris, F.H., Matthews, B.A., Riad, J.K.: Characterological, situational, and behavioral risk factors for motor vehicle accidents: a prospective examination, Accident Analysis & Prevention, Vol. 32(4), Elsevier (2000) 505–515
Hakkert, A.S., Gitelman, V., Cohen, A., Doveh, E., Umansky, T.: The evaluation of effects on driver behavior and accidents of concentrated general enforcement on interurban roads in Israel, Accident Analysis & Prevention, Vol. 33(1). Elsevier (2001) 43–63
Tian, Z., Vandehey, M., Robinson, B. M., Kittelson, W. Kyte, M., Troutbeck, R., Brilon, W., Wu, N.: Implementing the maximum likelihood methodology to measure a driver’s critical gap, Transportation Research A, Vol. 33. Elsevier (1999) 187–197
Nagel, K., Schreckenberg, M.: A cellular automaton model for freeway traffic. Journal de Physique I (France), 2:2221 (1992)
Chopard, B., Dupuis, A., Luthi, P.: A Cellular Automata model for urban traffic and its application to the city of Geneva. In: Wolf D. E. and Schreckenberg M.(eds.):Traffic and Granular Flow’ 97. World Scientific (1998) 153–168
Wahle, J., Neubert, L., Esser J., Schreckenberg, M.: A cellular automaton traffic flow model for online simulation of traffic. Parallel Computing, Vol. 27(5). Elsevier (2001) 719–735
Wang, R., Ruskin, H. J.: Modeling traffic flow at a single-lane urban roundabout. Computer Physics Communications, Vol. 147/1–2, Elsevier (2002) 570–576
Ruskin H. J., Wang R.: Modelling Traffic Flow at an Urban Unsignalised Intersection, In: P. Sloot (ed.), Proceedings of International Conference on Computational Science, Lecture Notes in Computer Science, Vol. 2329, Amsterdam, Springer-Verlag. (2002) 381–390
Golias J.: Gap acceptance delay and capacity for vehicles crossing a priority stream, Transport Studies Group, University College, London (1981)
McDowell, M.R.C., Wennell, J., Storr, P.A., Darzentas, J.: Gap acceptance and traffic conflict simulation as a measure of risk, Special Report 776, Transport and Road Research Laboratory, Crowthorne, England (1983)
Hagring, O.: Estimation of critical gaps in two major streams. Transportation Research B, Vol. 34. Elsevier (2000) 293–313
Catchpole, E.A., Plank, A.W.: The capacity of a priority intersection, Transportation Research, Vol. 20(6) (1986)
Miller, A. J.: Nine Estimators for Gap-Acceptance Parameters in Traffic Flow and Transportation. In: G. Newell (ed.): Proceedings of the International Symposium on the Theory of Traffic Flow and Transportation, Berkeley, California. Elsevier (1972) 215–235
Troutbeck, R. J.: Estimating the Critical Acceptance Gap from Traffic Movements, Queensland University of Technology. Research Report 92-1 (1992)
Brilon, W., Koening, R., Troutbeck, R.: Useful estimation procedures for critical gaps. In: Kyte M., (ed.): Proceedings of Third International Symposium on Intersections without Traffic Signals, Portland, Oregon, U.S.A., University of Idaho (1997)
Kyte, M., Tian, Z., Mir, Z., Harneedmansoor, W., Kittelson, M., Vandehey, Robinson, B., Brilon, W., Bondzio, L., Wu, N., Troutbeck, R.: Capacity and Level of Service at Unsignalized Intersections, Final Report: Vol. 1: Two-Way Stop-Controlled Intersections. National Cooperative Highway Research Program, Project 3–46 (1996)
Troutbeck, R. J., Brilon, W.: Unsignalized Intersection Theory, Revised Traffic Flow Theory. http://www-cta.ornl.gov/cta/research/trb/CHAP8.PDF (1997)
Tian, Z., Troutbeck, R., Kyte, M., Brilon, W., Vandehey, M., Kittelson, W., Robinson, B. M.: A further investigation on critical gap and follow-up time Transportation Research Circular E-C108: 4th International Symposium on Highway Capacity (2000) 397–408
Harwood, D. W., Mason, J. M., Robert, E. B.: Design policies for sight distance at the stop controlled intersections based on gap acceptance. Transportation Research A, Vol. 33. Elsevier (1999) 199–216
Troutbeck, R. J., Kako, S.: Limit priority merge at unsignalized intersection. Transportation Research A, Vol. 33. Elsevier (1999) 291–304
Tracz, M., Gondek, S.: Use of Simulation for Analysis of Impedance Impact at Unsignalised Intersections. In: Brilon, W.(ed): Transportation Research Circular E-C108: 4th International Symposium on Highway Capacity (2000) 471–483
Robinson, B. W., Tian, Z., Kittelson, W., Vandehey, M., Kyte, M., Wu, N., Brilon, W., Troutbeck, R. J.: Extension of theoretical capacity models to account for special conditions, Transportation Research A, Vol. 33. Elsevier (1999) 217–236
Brilon, W., Wu, N.: Capacity at unsignalised two-stage priority intersections, Transportation Research Part A, Vol. 33. Elsevier (1999) 275–289
Bonneson J. A., Fitts J. W.: Delay to major-street through vehicle at two-way stop controlled intersections, Transportation Research Part A, Vol. 33. Elsevier (1999) 237–253
Hagring, O.: Vehicle-vehicle Interactions at Roundabouts and their Implications for the Entry Capacity. Bulletin 159(Doctoral thesis). Lund Institute of Technology (1998)
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2003 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Wang, R., Ruskin, H.J. (2003). Modelling Traffic Flow at a Multilane Intersection. In: Kumar, V., Gavrilova, M.L., Tan, C.J.K., L’Ecuyer, P. (eds) Computational Science and Its Applications — ICCSA 2003. ICCSA 2003. Lecture Notes in Computer Science, vol 2667. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-44839-X_62
Download citation
DOI: https://doi.org/10.1007/3-540-44839-X_62
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-40155-1
Online ISBN: 978-3-540-44839-6
eBook Packages: Springer Book Archive