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First published January 1998

Changes in Flow-Density Relationship Due to Environmental, Vehicle, and Driver Characteristics

Abstract

The idea that weather conditions and driver- and vehicle-population characteristics affect a homogenous roadway segment’s flow-versus-density relationship is explored here. The interaction of third-order polynomial regressions of flow on powers of density with a variety of explanatory variables suggests that driver, vehicle, and environmental attributes significantly influence the flow-density relationship and conform in substantial part with intuitive expectations. For example, higher flows are predicted across most densities for more mature and more male traveler groups as well as for nonrainy conditions with fewer long vehicles and trucks. Moreover, under highly congested conditions, braking is associated with slightly higher flows than those predicted for accelerating vehicles.

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References

1. Greenshield B. D. A Study of Traffic Capacity. Highway Research Board Proc., Vol. 14, 1935, pp. 448–477.
2. Drake J. S., Schofer J. L., and May A. D. A Statistical Analysis of Speed Density Hypotheses. In Highway Research Record 154, Highway Research Board, National Research Council, Washington, D.C., 1967, pp. 53–87.
3. Ceder A., and May A. D. Further Evaluation of Single- and Two-Regime Traffic Flow Models. In Transportation Research Record 567, TRB, National Research Council, Washington, D.C., 1976, pp. 1–15.
4. Payne H. Discontinuity in Equilibrium Freeway Traffic Flow. In Transportation Research Record 971, TRB, National Research Council, Washington, D.C., 1984, pp. 140–146.
5. Koshi M., Iwasaki M., and Okhura I. Some Findings and an Overview on Vehicular Flow Characteristics. Proc., 8th International Symposium on Transportation and Traffic Theory, 1983, pp. 403–426.
6. Hall F. L., Allen B. L., and Gunter M. A. Empirical Analysis of Freeway Flow-Density Relationships. Transportation Research, Part A, Vol. 20, 1986, pp. 197–210.
7. Banks J. H. Freeway Speed-Flow-Concentration Relationships: More Evidence and Interpretatons. In Transportation Research Record 1225, TRB, National Research Council, Washington, D.C., 1989, pp. 53–60.
8. May A. D., Athol P. Jr., Parker W., and Rudden J. B. Development and Evaluation of Congress Street Expressway Pilot Detection System. In Highway Research Record 21, Highway Research Board, National Research Council, Washington, D.C., 1963, pp. 48–70.
9. Special Report 209: Highway Capacity Manual, 3rd ed. TRB, National Research Council, Washington, D.C., 1996.
10. Hall F. L., Hurdle V. F., and Banks J. H. Synthesis of Recent Work on the Nature of Speed-Flow and Flow-Occupancy (or Density) Relationships on Freeways. In Transportation Research Record 1365, TRB, National Research Council, Washington, D.C., 1992, pp. 12–18.
11. Cassidy M. J. Identifying Unique Bivariate Relationships in Highway Traffic. Presented at 75th Annual Meeting of the Transportation Research Board, Washington, D.C., 1996.
12. May A. D. Traffic Flow Fundamentals. Prentice-Hall, Englewood Cliffs, N.J., 1990.
13. Lighthill M. J., and Whitham G. B. On Kinematic Waves II: A Theory of Traffic Flow on Long Crowded Roads. Proc., Royal Society, Vol. A229, 1955, pp. 317–345.
14. Daganzo C. F. Fundamentals of Transportation and Traffic Operations. Pergamon Press, New York, 1997.
15. Skabardonis A., et al. Freeway Service Patrol Evaluation. University of California, Berkeley, PATH Research Report, UCB-ITS-PRR-95-5, 1995.
16. Duncan N. C. A Note on Speed/Flow/Concentration Relations. In Traffic Engineering and Control, London, 1976, p. 34.
17. Duncan N. C. A Further Look at Speed/Flow/Concentration. In Traffic Engineering and Control, London, 1979, p. 482.
18. Coifman B. Automated Vehicle Reidentification and Travel Time Measurement Using Effective Vehicle Lengths from Loop Detector Speed Traps—Part 1. University of California, Berkeley, Institute of Transportation Studies Working Paper, UCB-ITS-WP-96-7, 1996.
19. Newell G. Theories of Instability in Dense Highway Traffic. Journal of Operations Research, Society of Japan, Vol. 5, 1962, pp. 9–54.
20. Newell G. Instability in Dense Highway Traffic: A Review. Proc., 2nd International Symposium on the Theory of Road Traffic Flow, London, 1963.
21. Edie L. C. Discussion of Traffic Stream Measurements and Definitions. Proc., 2nd International Symposium on the Theory of Traffic Flow (Almond J., ed.), OECD, Paris, 1965, pp. 139–154.
22. National Oceanic and Atmospheric Administration. Hourly Precipitation Data, California, Vol. 43, Nos. 2 and 3, 1993.
23. National Oceanic and Atmospheric Administration. Climatological Data, California, Vol. 93, Nos. 2 and 3, 1993.
24. Maddala G. S. Limited-Dependent and Qualitative Variables in Econometrics. Econometric Society Monographs in Quantitative Economics, Cambridge University Press, Cambridge, England, 1983.
25. Greenberg H. An Analysis of Traffic Flow. Operations Research, Vol. 7, 1959, pp. 78–85.
26. Underwood R. T. Speed, Volume, and Density Relationships: Quality and Theory of Traffic Flow. Yale Bureau of Highway Traffic, 1961, pp. 141–188.
27. Edie L. C. Car Following and Steady-State Theory for Non-Congested Traffic. Operations Research, Vol. 9, 1961, pp. 66–76.

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Article first published: January 1998
Issue published: January 1998

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© 1998 National Academy of Sciences.
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Authors

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Kara Maria Kockelman
University of California at Berkeley, Berkeley, CA 94704

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