TECHNICAL PAPERS
Jun 15, 2004

Microscopic Modeling of Driver Behavior in Uninterrupted Traffic Flow

Publication: Journal of Transportation Engineering
Volume 130, Issue 4

Abstract

In this paper a comprehensive microscopic model of driver behavior in uninterrupted traffic flow is developed. The model aims to explain or predict the actions of a driver in a variety of driving scenarios ranging from free flow conditions on wide roads to forced flow conditions on narrow two-way roads. The salient features of the proposed theory are (1) a single model (or framework) is used to describe driver behavior in different driving scenarios and (2) the response of drivers through both steering control and speed control are modeled. Driver behavior is simulated in 19 different driving scenarios. Results from these simulations show the efficacy of the proposed model in explaining/predicting driver behavior.

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References

Agrawal, S. K. (2000). Modelling of driver behaviour in the presence of other moving vehicles, MTech thesis, Indian Institute of Technology, Kanpur, India.
Aycin, M. F., and Benekohal, R. F. (1998). “Linear acceleration car-following model development and validation.” Transportation Research Record 1644, Transportation Research Board, Washington, D.C., 10–19.
Brackstone, M., and McDonald, M.(1999). “Car-following: A historical review.” Transp. Res. Part F, 2, 181–196.
Chakroborty, P. (1993). A model of car-following: A fuzzy-inference-based system. PhD dissertation, Univ. of Delaware, Newark, Del.
Chakroborty, P., and Kikuchi, S.(1999). “Evaluation of the General Motors based car-following models and a proposed fuzzy inference model.” Transp. Res., Part C: Emerg. Technol., 7, 209–235.
Chandler, R. E., Herman, R., and Montroll, E. W.(1958). “Traffic dynamics: Studies in car-following.” Oper. Res., 6(2), 165–184.
Forbes, T. W., Zagorski, H. J., Holshouser, E. L., and Deterline, W. A.(1958). “Measurement of driver reactions to tunnel conditions.” Highw. Res. Board, Proc. Annu. Meet., 37, 60–66.
Forbes, T. W.(1963). “Human factor considerations in traffic flow theory.” Highw. Res. Rec., 15, 60–66.
Fritzsche, H.-T. (1994). “A model for traffic simulation.” Traffic Eng. Control, May, 317–321.
Gazis, D. C., Herman, R., and Potts, R. B.(1959). “Car-following theory of steady state flow.” Oper. Res., 7(4), 499–505.
Gazis, D. C., Herman, R., and Rothery, R. W.(1961). “Nonlinear follow-the-leader models of traffic flow.” Oper. Res., 9(4), 545–567.
Herman, R., Montroll, E. W., Potts, R. B., and Rothery, R. W.(1959). “Traffic dynamics: Analysis of stability in car-following.” Oper. Res., 7(1), 86–106.
Herman, R., and Potts, R. B. (1959). “Single lane traffic theory and experiment.” Proc., Symp. on the Theory of Traffic Flow, General Motors Research Laboratory, Warren, Mich., R. Herman, ed., 120–146.
Highway Capacity Manual (Special Report 209). (1998). Transportation Research Board, National Research Council, Washington, D.C.
Kikuchi, S., and Chakroborty, P. (1992). “Car-following model based on fuzzy inference system.” Transportation Research Record 1365, Transportation Research Board, Washington, D.C., 82–91.
Latombe, J. C. (1991). Robot motion planning, Kluwer Academic, Norwell, Mass.
Mahajan, A. (2000). Calibration of the potential field functions of the potential field theory based model of driver behavior, MTech thesis, Indian Institute of Technology, Kanpur, India.
May, A. (1990). Traffic flow fundamentals, Prentice-Hall, Englewood Cliffs, N.J.
Michaels, R. M., and Gozan, L. W. (1963). “Perceptual and field factors causing lateral displacement.” Highw. Res. Rec., 25.
Nagel, K., and Schreckenberg, M.(1992). “A cellular automaton model for freeway traffic.” J. Phys. I, 2, 2221–2229.
Pipes, L. A.(1953). “An operational analysis of traffic dynamics.” J. Appl. Phys., 24(3), 274–281.
Pipes, L. A.(1967). “Car-following models and fundamental diagram of road traffic.” Transp. Res., 1, 21–29.
Rockwell, T. H., Ernest, R. L., and Hanken, A.(1968). “A sensitivity analysis of empirically derived car-following models.” Transp. Res., 2, 363–373.
Taragin, A.(1955). “Driver behavior as affected by objects on highway shoulders.” Highw. Res. Board, Proc. Annu. Meet., 34, 453–472.
Wahle, J., Neubert, L., Esser, J., and Schreckenberg, M.(2001). “A cellular automaton traffic flow model for online simulation of traffic.” Parallel Comput., 27, 719–735.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 130Issue 4July 2004
Pages: 438 - 451

History

Received: Jan 21, 2003
Accepted: Aug 13, 2003
Published online: Jun 15, 2004
Published in print: Jul 2004

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Authors

Affiliations

Partha Chakroborty
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208 016, India (corresponding author).
Saurabh Agrawal
Formerly, Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208 016, India.
Kyatham Vasishtha
Formerly, Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208 016, India.

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