Optimization criteria for modelling intersections of vehicular traffic flow
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1.
Technische Universität Kaiserslautern, Fachbereich Mathematik, Postfach 3049, D-67653 Kaiserslautern
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2.
Laboratoire J. A. Dieudonné, UMR CNRS N˚ 6621, Université de Nice-Sophia Antipolis, Parc Valrose, 06108 Nice Cedex 2
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Received:
01 November 2005
Revised:
01 January 2006
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Primary: 35L; Secondary: 35L65.
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We consider coupling conditions for the “Aw–Rascle” (AR) traffic
flow model at an arbitrary road intersection. In contrast with coupling conditions previously introduced in [10] and [7], all the moments of the AR system
are conserved and the total flux at the junction is maximized. This nonlinear
optimization problem is solved completely. We show how the two simple cases
of merging and diverging junctions can be extended to more complex junctions,
like roundabouts. Finally, we present some numerical results.
Citation: Michael Herty, S. Moutari, M. Rascle. Optimization criteria for modelling intersections of vehicular traffic flow[J]. Networks and Heterogeneous Media, 2006, 1(2): 275-294. doi: 10.3934/nhm.2006.1.275
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Abstract
We consider coupling conditions for the “Aw–Rascle” (AR) traffic
flow model at an arbitrary road intersection. In contrast with coupling conditions previously introduced in [10] and [7], all the moments of the AR system
are conserved and the total flux at the junction is maximized. This nonlinear
optimization problem is solved completely. We show how the two simple cases
of merging and diverging junctions can be extended to more complex junctions,
like roundabouts. Finally, we present some numerical results.
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