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Dynamic Traffic Equilibrium with Discrete/Continuous Econometric Models

Author

Listed:
  • Fred L. Mannering

    (University of Washington, Seattle, Washington 98195)

  • Sameer A. Abu-Eisheh

    (An-Najah National University, Nablus, West Bank, Israel)

  • Audur T. Arnadottir

    (University of Washington, Seattle, Washington 98195)

Abstract

A procedure is developed to simulate the spatial and temporal distribution of traffic flows on a simplified highway network for home-to-work commuter trips. The procedure is based on a discrete/continuous econometric framework in which travelers' choices of route and departure time are modeled. Equilibrium traffic flows are determined using the estimated econometric models in a classic supply/demand equilibrium. The potential usefulness of the approach is demonstrated through a number of simulation runs in which equilibrium traffic flows are determined under network capacity constraints and alternate signal timing strategies.

Suggested Citation

  • Fred L. Mannering & Sameer A. Abu-Eisheh & Audur T. Arnadottir, 1990. "Dynamic Traffic Equilibrium with Discrete/Continuous Econometric Models," Transportation Science, INFORMS, vol. 24(2), pages 105-116, May.
  • Handle: RePEc:inm:ortrsc:v:24:y:1990:i:2:p:105-116
    DOI: 10.1287/trsc.24.2.105
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    Cited by:

    1. Khan, Mubassira & Machemehl, Randy, 2017. "Commercial vehicles time of day choice behavior in urban areas," Transportation Research Part A: Policy and Practice, Elsevier, vol. 102(C), pages 68-83.
    2. Tho V. Le & Satish V. Ukkusuri, 2018. "Selectivity correction in discrete-continuous models for the willingness to work as crowd-shippers and travel time tolerance," Papers 1810.00985, arXiv.org.
    3. Andrew Daly & Stephane Hess & Geoff Hyman & John Polak & Charlene Rohr, 2005. "Modelling departure time and mode choice," ERSA conference papers ersa05p688, European Regional Science Association.

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