A Dynamic Model of Congestion

Abstract We revisit the classic problem of determining optimal routes in a graph for transporting two given distributions defined on its nodes, originally studied by Wardrop and Beckmann in the 1950s. The global congestion profile at any given time defines a dynamic metric on the graph, for which the routes must be geodesics. Our first contribution is the introduction of a dynamic version of the Beckmann problem, for which we derive the corresponding discrete partial differential equations governing the evolution of the system. These equations enable us to estimate the size of the support of the edge flow. Some of the main results include Theorems 3.14 and 4.9, which provide bounds on the support of solutions and prove the existence of free boundaries, as well as Theorem 4.10, which introduces a criterion to determine whether the support of the solution extends as the time horizon increases. Finally, we present a numerical model for mass transport through a junction, which reveals a connection with a system of obstacle problems.

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Publication Details

Journal
Bulletin of the Brazilian Mathematical Society New Series
Published
2026-03-04
DOI
https://doi.org/10.1007/s00574-026-00502-w
Primary Topic
Traffic control and management
Type
article
Field-Weighted Citation Impact
0.00

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article

A Dynamic Model of Congestion

Héctor A. Chang‐Lara, Sergio David Zapeta-Tzul
Bulletin of the Brazilian Mathematical Society New Series
Traffic control and management
article

A Dynamic Model of Congestion

Héctor A. Chang‐Lara, Sergio David Zapeta-Tzul
article en

Abstract

Abstract We revisit the classic problem of determining optimal routes in a graph for transporting two given distributions defined on its nodes, originally studied by Wardrop and Beckmann in the 1950s. The global congestion profile at any given time defines a dynamic metric on the graph, for which the routes must be geodesics. Our first contribution is the introduction of a dynamic version of the Beckmann problem, for which we derive the corresponding discrete partial differential equations governing the evolution of the system. These equations enable us to estimate the size of the support of the edge flow. Some of the main results include Theorems 3.14 and 4.9, which provide bounds on the support of solutions and prove the existence of free boundaries, as well as Theorem 4.10, which introduces a criterion to determine whether the support of the solution extends as the time horizon increases. Finally, we present a numerical model for mass transport through a junction, which reveals a connection with a system of obstacle problems.

Bulletin of the Brazilian Mathematical Society New SeriesVol. 57(2)
Mathematics Research Center (MX), Twin Cities Orthopedics (US), University of Coimbra (PT)
Universidade de Coimbra, Fundação para a Ciência e a Tecnologia, Centro de Matemática, Universidade de Coimbra
Openalex Percentile: Top 36%
Traffic control and management
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