A TRAFFIC-FLOW MODEL WITH CONSTRAINTS FOR THE MODELING OF TRAFFIC JAMS

Author:

BERTHELIN FLORENT1,DEGOND PIERRE2,LE BLANC VALERIE3,MOUTARI SALISSOU1,RASCLE MICHEL1,ROYER JULIEN4

Affiliation:

1. Laboratoire J. A. Dieudonné, UMR CNRS No 6621, Université de Nice-Sophia Antipolis, Parc Valrose, 06108 Nice Cedex 2, France

2. Laboratoire MIP, UMR CNRS No 5219, Université Paul Sabatier Toulouse III, 31062 Toulouse Cedex 9, France

3. Laboratoire UMPA, UMR CNRS No 5669, ENS de Lyon, 46 Allée d'Italie, 69364 Lyon Cedex 07, France

4. Laboratoire de Mathématiques Jean Leray UMR CNRS No 6629, UFR Sciences et Techniques 2 Rue de la Houssinière, BP 92208 F-44322 Nantes Cedex 3, France

Abstract

Recently, Berthelin et al.,4 introduced a traffic-flow model describing the formation and the dynamics of traffic jams. This model which consists of a Constrained Pressureless Gas Dynamics system assumes that the maximal density constraint is independent of the velocity. However, in practice, the distribution of vehicles on a highway depends on their velocity. In this paper, a more realistic model namely the Second Order Model with Constraints (in short SOMC) is proposed, derived from the Aw and Rascle model,1 which takes into account this feature. Moreover, when the maximal density constraint is saturated, the SOMC model "relaxes" to the Lighthill and Whitham model.20 An existence result of weak solutions for this model by means of cluster dynamics is proved in order to construct a sequence of approximations, and the associated Riemann problem is solved completely.

Publisher

World Scientific Pub Co Pte Lt

Subject

Applied Mathematics,Modelling and Simulation

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