Article ID Journal Published Year Pages File Type
1132193 Transportation Research Part B: Methodological 2012 19 Pages PDF
Abstract

In a variety of applications of traffic flow, including traffic simulation, real-time estimation and prediction, one requires a probabilistic model of traffic flow. The usual approach to constructing such models involves the addition of random noise terms to deterministic equations, which could lead to negative traffic densities and mean dynamics that are inconsistent with the original deterministic dynamics. This paper offers a new stochastic model of traffic flow that addresses these issues. The source of randomness in the proposed model is the uncertainty inherent in driver gap choice, which is represented by random state dependent vehicle time headways. A wide range of time headway distributions is allowed. From the random time headways, counting processes are defined, which represent cumulative flows across cell boundaries in a discrete space and continuous time conservation framework. We show that our construction implicitly ensures non-negativity of traffic densities and that the fluid limit of the stochastic model is consistent with cell transmission model (CTM) based deterministic dynamics.

► We propose a new stochastic model of traffic flow with state dependent headways. ► The proposed model is consistent with the CTM in the mean dynamic sense. ► The proposed model implicitly ensures the non-negativity of traffic densities.

Related Topics
Social Sciences and Humanities Decision Sciences Management Science and Operations Research
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