Analyzing Freeway Traffic under Congestion: Traffic Dynamics Approach
Publication: Journal of Transportation Engineering
Volume 124, Issue 3
Abstract
This paper presents an analysis of freeway traffic flows under congestion based on the principle of traffic dynamics, using the example of recurring congestion. Queuing and discharging mechanisms are analyzed using the fundamental concept of conservation of vehicles. These analysis results are applied for reviewing the two conventional macroscopic analysis tools, deterministic queuing analysis and shock-wave analysis. Comparative study results have demonstrated that (1) the two methods are fundamentally different from the traffic modeling point of view; (2) deterministic queuing analysis always underestimates the overall magnitude of delays compared to shock-wave analysis; and (3) the area between the demand and the capacity curves in a queuing diagram is analytically equivalent to total vehicle-hours of travel in congestion as opposed to the widely accepted total vehicle-hours of delay. The study results imply that the guidelines of the 1994 Highway Capacity Manual may result in the underestimation of congestion-related statistics. For the purposes of illustration and verification, a numerical example problem is provided.
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References
1.
Chin, H.-C. (1996). “Reexamination of the analysis of freeway bottlenecks.”ITE J., Jan., 30–35.
2.
Chow, W.-M. (1976). “Study of traffic performance models under an incident condition.”Transp. Res. Record 567, Transp. Res. Board, Washington, D.C., 31–36.
3.
“Highway capacity manual.” (1994). National Research Council, Special Report 209, Transp. Res. Board., Washington, D.C., 6.7–6.16.
4.
Lindley, J. A. (1987). “Urban freeway congestion: quantification of the problem and effectiveness of potential solutions.”ITE J., Dec., 27–32.
5.
McShane, W. R., and Roess, R. P. (1990). Traffic engineering. Prentice-Hall, Inc., Englewood Cliffs, N.J., 623–633.
6.
Messer, C. J., Dudek, C. L., and Friebele, J. D. (1973). “Method for predicting travel time and other operational measures in real-time during freeway incident conditions.”Hwy. Res. Record 461, Transp. Res. Board. Washington, D.C., 1–11.
7.
Morales, F. L. (1987). “Analytical procedures for estimation freeway traffic congestion.”ITE J., Jan., 45–49.
8.
Nam, D. H. (1995). “Methodologies for integrating traffic flow theory, ITS and evolving surveillance technologies,” PhD thesis, Dept. of Civ. Engrg., Virginia Polytech. Inst. and State Univ., Blacksburg, Va.
9.
Nam, D. H., and Drew, D. R.(1996). “Traffic dynamics: method for estimating freeway travel times in real time.”J. Transp. Engrg., ASCE, 122(3), 185–191.
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: May 1, 1998
Published in print: May 1998
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