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Understanding and Modeling Driver Behavior in Dense Traffic Flow

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  • Zhang, H. Michael
  • Kim, T.

Abstract

We present in this report a new car-following theory that can reproduce both the so-called capacity drop and traffic hysteresis, two prominent features of multi-phase vehicular traffic flow. This is achieved through the introduction of a single variable, driver response time, that depends on both vehicle spacing and traffic motion. By specifying different functional forms of response time, one can obtain not only brand new theories but also some of the well-known old car-following theories, which is demonstrated in this report through both theoretical analyses and numerical simulation.

Suggested Citation

  • Zhang, H. Michael & Kim, T., 2002. "Understanding and Modeling Driver Behavior in Dense Traffic Flow," University of California Transportation Center, Working Papers qt5jv2d6f2, University of California Transportation Center.
    • Handle: RePEc:cdl:uctcwp:qt5jv2d6f2
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    References listed on IDEAS

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    1. Daganzo, Carlos F., 1999. "A Behavioral Theory of Multi-Lane Traffic Flow Part I: Long Homogeneous Freeway Sections," Institute of Transportation Studies, Research Reports, Working Papers, Proceedings qt8n96n91w, Institute of Transportation Studies, UC Berkeley.
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