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The optimisation of signal-approach dimensions

  • R. J. Salter
Chapter
  • 38 Downloads

Abstract

The procedures previously outlined have optimised cycle time and green times so as to produce minimum overall delay for an intersection where the physical dimensions of the approach highways were fixed.

Keywords

Cycle Time Green Time Saturation Flow Green Period Stop Line 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    F. V. Webster and R. F. Newby, Research into the relative merits of roundabouts and traffic-signal intersections, J Instn Civ. Engrs, 27 (Jan. 1964), 47-76Google Scholar

Copyright information

© Y. Salter and N. B. Hounsell 1996

Authors and Affiliations

  • R. J. Salter
    • 1
  1. 1.University of BradfordUK

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