The probability theory applied to distribution of vehicles on two-lane highways.

Author(s)
Schuhl, A.
Year
Abstract

Since the widely used Poisson law describes vehicular distribution quite well for very low traffic flow rates, but deviates significantly from reality when the flow rate rises above a few dozen vehicles per hour per lane, mr. Schuhl develops a description of the vehicular distribution for a traffic stream composed of two distinct Poisson flows through the application of probability theory. The entire traffic stream is considered as having a set of gaps containing two subsets. Each subset has a distinct mean and both obey some Poisson-type law. Assuming that vehicles can be represented by points on a straight line, the probability of a gap greater than some fixed value is developed in general terms and modified to consider a lower bound on the size of the gap. The modified model is fit to two data samples and compared with a Poisson fit in one case. Schuhl's equation provides a much closer fit than does the Poisson law. Further mathematical relations developed are: (1) the probability of a fixed time interval, selected at random, containing no vehicles being bounded on one side by a vehicle, (2) the probability of a fixed time interval, selected at random, containing exactly n vehicles, (3) the probable delay to a vehicle waiting for a greater gap in the opposing lane of traffic, and (4) the probability of finding a platoon of vehicles with a given number of vehicles in it where a platoon is defined by the consecutive vehicles separated by a gap less than some given value.

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Publication

Library number
A 71
Source

In: Poisson and Traffic, 1955, p. 59-75

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