In this work, the statistics of the size of a pedestrian queue at an n-lane intersection are calculated. It is shown that the approximations valid for the step gap acceptance function for traffic delay are also valid for the study of queue size.
In: Vehicular traffic science : proceedings of the third international symposium on the theory of traffic flow, New York, June 1965, Elsevier, 1967, p. 280-286, 2 ref.
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