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Optimum signal settings when saturation flow falls during the green period

  • R. J. Salter
Chapter
  • 38 Downloads

Abstract

On some traffic-signal approaches it cannot be assumed that saturation flow will remain constant throughout the greater part of the green period. The effect of blocked right-turning movements and of approaches that are wider at the stop line than on the remainder of the approach is to reduce the flow rate over the stop line as the green period proceeds.

Keywords

Actual Green Green Time Optimum Signal Saturation Flow Green Period 
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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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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