The optimisation of signal-approach dimensions
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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.
KeywordsCycle Time Green Time Saturation Flow Green Period Stop Line
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- 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