The effect of left turns on the capacity of a traffic intersection.
- 1 January 1959
- journal article
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 17 (1) , 67-76
- https://doi.org/10.1090/qam/103121
Abstract
A model is proposed for the traffic flow through a fixed cycle traffic signal on a narrow two lane highway. The average flows in the two opposing lanes are computed when the queues are arbitrarily long assuming that left turns are permitted and occur with fixed probabilities in the two lanes. It is found that the existence of left turns tends to favor short cycles of the light and, under certain conditions, the competition between this effect and the obvious advantages of the long cycle light gives rise to an optimal cycle time at which the average flows have a maximum value. Some simple models for multilane highways are also considered and show optimal cycle times.Keywords
This publication has 1 reference indexed in Scilit:
- Statistical analysis of the flow of highway traffic through a signalized intersectionQuarterly of Applied Mathematics, 1956