Understanding traffic breakdown: a stochastic approach.

Author(s)
Kühne, R. Mahnke, R. & Hinkel, J.
Year
Abstract

Observations from different freeways indicate that traffic breakdowns do not necessarily occur at maximum flow and can occur at flows lower or higher than those traditionally accepted as capacity value. The notion of breakdown means a stochastic transition from an uncongested traffic state to a congested state which is comparable with a phase transition in nature between different states of matter. Using recent studies quoting data from German freeways, the study addresses the probabilistic approach for the understanding of traffic breakdown. The phenomenon is described by a balance equation which models the dynamics of jam formation similar to nucleation by two contributions only, called inflow or adhesion rate mainly depending on the length of the congestion. With this balance equation it is feasible to calculate the dynamics of traffic pattern formation especially the first passage time distribution for a transition from free flow conditions to congested traffic including the influence of the parameters affecting the adhesion and discharge rates. For the covering abstract see ITRD E144727. Reprinted with permission of Elsevier

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Publication

Library number
C 48433 (In: C 48400) /71 / ITRD E144903
Source

In: Transportation and traffic theory 2007 : papers selected for presentation at the 17th International Symposium on Transportation and Traffic Theory (ISTTT17), held at the Institution of Mechanical Engineers, London, UK from July 23 - 25, 2007, p. 777-790, 17 ref.

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