TECHNICAL PAPERS
May 1, 1996

Traffic Dynamics: Method for Estimating Freeway Travel Times in Real Time from Flow Measurements

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Publication: Journal of Transportation Engineering
Volume 122, Issue 3

Abstract

This paper presents a method for estimating freeway travel times in real time directly from flow measurements, which is desirable for present and future Intelligent Vehicle-Highway Systems (IVHS) applications. An inductive modeling approach adapted here is based on stochastic queuing theory and the principle of conservation of vehicles. The analytical expression for link travel times satisfies traffic dynamics where the new form of the conservation of vehicles has been derived under generalized traffic conditions. A computer program has been developed to implement the algorithm. Analysis results show that the estimates have good agreement with empirical data measured at 30-s intervals. This methodology has potential applicable to automatic traffic control and automatic incident detection.

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References

1.
Bernstein, D., and Kanaan, A. Y.(1993). “Automatic vehicle identification: technologies and functionalities.”IVHS J., 1(2), 191–204.
2.
Branston, D. (1976). “Link capacity functions: a review.”Transp. Res., Vol. 10, 223–236.
3.
Daigle, J. N. (1992). Queuing theory for telecommunications. Addison-Wesley Publishing Co., Reading, Mass.
4.
Dailey, D. J. (1993). “Travel-time estimation using cross-correlation techniques.”Transp. Res., Vol. 27B, 97–107.
5.
Drew, D. R. (1968). Traffic flow theory and control. McGraw-Hill Book Co., New York, N.Y.
6.
Gerlough, D. L., and Huber, M. (1975). “Traffic flow theory.”Spec. Rep. 165, Hwy. Res. Board, Washington, D.C.
7.
Kao, W.-W. (1991). “Integration of GPS and dead-reckoning navigation systems.”Proc., Vehicle Navigation and Information Systems, Dearborn, Mich., 635–643.
8.
Klein, L. A., MacCalden, M. C., and Mills, M. (1993). “Detection technology for IVHS.”Proc., IVHS AMERICA Annu. Meeting, IVHS AMERICA, Washington, D.C., 644–653.
9.
Lighthill, M. J., and Whitham, G. B. (1955). “On kinematic waves. II: A theory of traffic flow on long crowded roads.”Proc., Royal Society, London, England, A229, No. 1178, 317–345.
10.
Michalopoulos, P., Yi, P., and Lyrintzis, A. (1993). “Continuum modeling of traffic dynamics for congested freeways.”Transp. Res., 27B(4), 315–332.
11.
Papageorgiou, M., Blosseville, J.-M., and Hadj-Salem, H. (1989). “Macroscopic modeling of traffic flow on the boulevard peripherique in Paris.”Transp. Res., 23B(1), 29–47.
12.
Payne, H.(1971). “Models of freeway traffic and control.”Proc., Math. Models of Public Sys., Simulation Council, 1(1), 51–61.
13.
Ross, P. (1988). “Traffic dynamics.”Transp. Res., 22B(6), 421–435.
14.
“Strategic plan for intelligent vehicle-highway systems in the United States.” (1992). Rep. No. IVHS-AMER-92-3, IVHS AMERICA, Washington, D.C.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 122Issue 3May 1996
Pages: 185 - 191

History

Published online: May 1, 1996
Published in print: May 1996

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Authors

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Do H. Nam
Postdoctoral Res., Ctr. for Transp. Res., Virginia Polytech. Inst. and State Univ., Blacksburg, VA 24061-0536.
Donald R. Drew, Member, ASCE
Prof., Dept. of Civ. Engrg., Virginia Polytech. Inst. and State Univ., Blacksburg, VA 24061-0105.

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