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A Simple Traffic Analysis Procedure

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  • Daganzo, Carlos F.

Abstract

This paper presents a simple approximate procedure for traffic analysis that can be described geometrically without calculus. The procedure, which is graphically intuitive, operates directly on piecewise linear approximations of the N-curves of cumulative vehicle count. Because the N-curves are both readily observable and of direct interest for evaluation purposes (e.g., they yield the total vehicle-hours and vehicle-miles of travel in a time interval, and the vehicular accumulation as a function of time) the predictions made with this method should be practical and easy to test.

Suggested Citation

  • Daganzo, Carlos F., 1997. "A Simple Traffic Analysis Procedure," Institute of Transportation Studies, Research Reports, Working Papers, Proceedings qt13d5m360, Institute of Transportation Studies, UC Berkeley.
    • Handle: RePEc:cdl:itsrrp:qt13d5m360
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    Cited by:

    1. Daganzo, Carlos F., 2002. "On the Stability of Supply Chains," Institute of Transportation Studies, Research Reports, Working Papers, Proceedings qt1642g95c, Institute of Transportation Studies, UC Berkeley.
    2. Smilowitz, Karen & Daganzo, Carlos, 1999. "Predictability of Time-Dependent Traffic Backups and Other Reproducible Traits in Experimental Highway Data," Institute of Transportation Studies, Research Reports, Working Papers, Proceedings qt11x2b73z, Institute of Transportation Studies, UC Berkeley.

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