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New Perspectives on Continuum Traffic Flow Models

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Abstract

This paper discusses the mathematical properties of two classes of continuum models that extend the basic kinematic wave model of Lighthill and Whitham, and Richards (LWR)—lower-order and higher-order continuum models. While the differences among the discussed models are pointed out and contrasted, the emphasis is on their commonality. In the latter we found that 1) both classes of models, including the basic kinematic wave model, can violate the anisotropic property of traffic flow, 2) both types of models produce waves non-existent in the LWR model, and 3) both lower and higher order models can be reduced to a kinematic wave model with an effective fundamental diagram. It can therefore be said that the two classes of models are much more closely related than their appearances had led people to believe. The paper concludes with a discussion on the treatment of inhomogeneities and a proposal of a proper procedure for experimentally validating any continuum traffic flow models.

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References

  1. M.J. Cassidy, “ Bivariate Relations in Nearly Stationary Highway Traffic, ” Transpn. Res.-B., 32(1), 1998, pp. 49-59.

    Google Scholar 

  2. C.F. Daganzo, “ The Cell Transmission Model, Part II: Network Traffic, ” Transpn. Res.-B., 29B(2), 1993, pp. 79-93.

    Google Scholar 

  3. C.F. Daganzo, “ Requiem for second-order approximations of traffic flow, ” Transpn. Res.-B., 29B(4), 1995, pp. 277-286.

    Google Scholar 

  4. C.F. Daganzo, “ A Behavioral Theory of Multi-Lane Traffic Flow Part I: Long Homogeneous Freeway Sections, ” ITS Working Paper, UCB-ITS-RR-99-5, 1999a.

  5. C.F. Daganzo, “ A Behavioral Theory of Multi-Lane Traffic Flow Part II: Merges and the Onset of Congestion, ” ITS Working Paper, UCB-ITS-RR-99-6, 1999b.

  6. J.M. del Castillo, P. Pintado, and F.G. Benitez, “ The Reaction Time of Drivers and the Stability of Traffic Flow, ” Transpn. Res.-B., 28B(1), 1994, pp. 35-60.

    Google Scholar 

  7. J.M. del Castillo, and F.G. Benitez, “ On Functional Form of the Speed-Density Relationship ―I: General Theory, II: Empirical Investigation, ” Transp. Res., 29B, 1995, pp. 373-406.

    Google Scholar 

  8. N.A. Derzko, A.J. Ugge, and E.R. Case, “ Evaluation of Dynamic Freeway Flow Model by using Field Data, ” Transportation Research Record, 905, 1983, pp. 52-60.

    Google Scholar 

  9. L. Elefteriadou, R. Roess, and W. McShane, “ Probabilistic Nature of Breakdown at Freeway Merge Junctions, ” Transpn. Res. Record, 1484, 1995, pp. 80-89.

    Google Scholar 

  10. E. Hauer, and V.F. Hurdle, “ Discussions in Payne, H.J., FREFLO: A Macroscopic Simulation Model of Freeway Traffic, ” Transportation Research Record, 722, 1979, TRB.

  11. D. Heidemann, “ Some Critical Remarks on a Class of Traffic Flow Models, ” Transportation Research, B, 33(2), 1999, pp. 153-155.

    Google Scholar 

  12. B.S. Kerner, P. KonhauÈser, and M. Shike, “ A New Approach to Problems of Traffic Flow Theory, ” In J. B. Lesort (ed.), Proceedings of the 13th Int. Symp. on Transportation and Traffic Theory. Oxford, UK: Pergamon, 1996, pp. 79-102.

    Google Scholar 

  13. B.S. Kerner, and H. Rehborn, “ Theory of Congested Traffic Flow: Self Organization without Bottlenecks, ” In A. Cedar (ed.), Proceedings of the 14th Int. Symp. on Transportation and Traffic Theory. New York, NY: Pergamon, 1999, pp. 147-171.

    Google Scholar 

  14. M. Koshi, M. Iwasaki, and I. Ohkura, “ Some Findings and an Overview on Vehicular Flow Characteristics, ” In V. Hurdle, E. Hauer and G. Stuart (eds.), Proceedings of the 8th Int. Symp. on Transportation and Traffic Theory. Toronto, Canada: University of Toronto Press, 1983, pp. 403-451.

    Google Scholar 

  15. R.D. Kuhne, “ Macroscopic Freeway Model for Dense Traffic ―Stop-Start Waves and Incident Detection, ” Ninth International Symposium on Transportation and Traffic Theory, 1984, pp. 2042.

  16. R.D. Kuhne, “ Freeway Control and Incident Detection Using a Stochastic Continuum Theory of Traffic Flow, ” In Proc. 1st Int. Conf. on Applied Advanced Technology in Transportation Engineering, San Diego, CA, 1989, pp. 287-292.

  17. J.P. Lebacque, “ The Godunov Scheme and What it Means for First Order Traffic Flow Models, ” In J-P. Lesort (ed.), Proceedings of the 13th Int. Symp. on Transportation and Traffic Theory. New York, NY: Pergamon, 1996, pp. 647-677.

    Google Scholar 

  18. J.P. Lebacque, “ Macroscopic Traffic Flow Models: a Question of Order, ” In A. Cedar (ed.), Proceedings of the 14th Int. Symp. on Transportation and Traffic Theory, New York, NY: Pergamon, 1995, pp. 147-171.

    Google Scholar 

  19. C.J. Leo, and R.L. Pretty, “ Numerical Simulations of Macroscopic Continuum Traffic Models, ” Transpn. Res.-B., 26B(3), 1992, pp. 207-220.

    Google Scholar 

  20. R. LeVeque, Numerical Methods for Conservation Laws, BirkhaÈuser Verlag, 1992.

  21. M.J. Lighthill, and G.B. Whitham, “ On Kinematic Waves: II. A theory of Traffic Flow on Long Crowded Roads, ” In Proc. Royal Society. 229(1178) of A, 1955, pp. 317-345.

    Google Scholar 

  22. I.A. Lubashevsky and R. Mahnke, “ Order Parameter Model for Unstable Multilane Traffic Flow, ” Preprint, cond-mat=9910268, 1999.

  23. P. Michalopoulos, P. Yi, and A.S. Lyrintzis, “ Continuum Modeling of Traffic Dynamics for Congested Freeways, ” Transpn. Res.-B., 27B(4), 1993, pp. 315-332.

    Google Scholar 

  24. G.F. Newell, “ Instability in Dense Highway Traffic, a Review, ” In P. Almond (ed.), Proceedings of the Second International Symposium on the Theory of Traffic Flow, 1965, pp. 73-85.

  25. G.F. Newell, Applications of Queuing Theory, London: Chapman Hall, 1971.

    Google Scholar 

  26. M. Papageorgiou, J. Blosseville, and H. Hadj-Salem., “ Modeling and Real-Time Control of Traffic Flow on The Southern Part of Boulevard Peripherique in Paris: Part I: Modeling, ” Transportation Research, A 24(5), 1990, pp. 345-359.

    Google Scholar 

  27. M. Papageorgiou, “ Some Remarks on Macroscopic Flow Modeling, ” Transportation Research, A 32(5), 1998, pp. 323-329.

    Google Scholar 

  28. B. Persaud, S. Yagar, and R. Brownlee, “ Exploration of the Breakdown Phenomenon in Freeway Traffic, ” Preprints, 77th Transportation Research Board Annual Meeting, Washington DC, USA, 1998.

  29. H.J. Payne, “ Models of Freeway Traffic and Control, ” In G.A. Bekey (ed.), Mathematical Models of Public Systems, volume 1 of Simulation Councils Proc. Ser., 1971, pp. 51-60.

  30. P.I. Richards, “ Shock Waves on the Highway, ” Operations Research, 4, 1956, pp. 42-51.

    Google Scholar 

  31. J. Treiterer and J.A. Myers, “ The Hysteresis Phenomena in Traffic FLow, ” In D.J. Buckley (ed.), Proceedings of the Sixth Int. Symp. on Transportation and Traffic Theory, 1974, pp. 13-38.

  32. G.B. Whitham, Linear and Nonlinear Waves, New York: John Wiley & Sons, 1974.

    Google Scholar 

  33. H.M. Zhang, “ A Theory of Nonequilibrium Traffic Flow, ” Transportation Research, B, 32(7), 1998, pp. 485-498.

    Google Scholar 

  34. H.M. Zhang, “ Analyses of the Stability and Wave Properties of a New Continuum Traffic Theory, ” Transportation Research, B, 33(6), 1999a, pp. 399-415.

    Google Scholar 

  35. H.M. Zhang, “ Structural Properties of Solutions Arising from a Nonequilibrium Traffic Flow Theory, ” Transportation Research, B, 34, 2000, pp. 593-603.

    Google Scholar 

  36. H.M. Zhang, “ A Finite Difference Approximation of a Non-Equilibrium Traffic Flow Model, ” Transporta-tion Research, B, 1999c, pp. (in press).

  37. H.M. Zhang, “ A Non-Equilibrium Traffic Model Devoid of Gas-Like Behavior, ” Transportation Research, B, (to appear), 1999d.

  38. H.M. Zhang, “ Driver Memory, Viscosity and a Viscous Traffic Flow Model, ” Working paper, Institute of Transportation Studies, University of California at Davis. To appear in Transportation Research, B, 2000a.

  39. H.M. Zhang, “ Anisotropic Property Revisited ÐWhen is it Violated in Traffic Flow? ” Working paper, Institute of Transportation Studies, University of California at Davis. To appear in Transportation Research, B, 2000b.

  40. H.M. Zhang, and T. Kim, “ Effects of Relaxation and Anticipation on Riemann Solutions of the PW Model-A Numerical Investigation, ” Transportation Research Record, 2000.

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Zhang, H. New Perspectives on Continuum Traffic Flow Models. Networks and Spatial Economics 1, 9–33 (2001). https://doi.org/10.1023/A:1011539112438

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