Wardrop Optimal Networks

Optimal flow allocation in directed networks is often analyzed through two types of equilibria. The first, called user equilibrium, occurs when the travel times on all utilized routes are the same and shorter than every unused route. The second, called system optimum, minimizes the average travel time across all routes. These two concepts represent the optimality for individual users and for the network as a whole, respectively, and generally do not coincide. This paper introduces and examines networks where user equilibrium and system optimum are identical, termed Wardrop Optimal Networks. Moreover, we illustrate that these flows remain consistent under several important transformations as well as under uniform changes in their latency functions.

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Publication Details

Journal
European Journal of Pure and Applied Mathematics
Published
2024-10-31
DOI
https://doi.org/10.29020/nybg.ejpam.v17i4.5384
Citations
1
Primary Topic
Traffic control and management
Type
article
Field-Weighted Citation Impact
0.33
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article

Wardrop Optimal Networks

Antonios Kalampakas
1 citations
European Journal of Pure and Applied Mathematics
Traffic control and management
0.33
article

Wardrop Optimal Networks

Antonios Kalampakas
article en
1 citations

Abstract

Optimal flow allocation in directed networks is often analyzed through two types of equilibria. The first, called user equilibrium, occurs when the travel times on all utilized routes are the same and shorter than every unused route. The second, called system optimum, minimizes the average travel time across all routes. These two concepts represent the optimality for individual users and for the network as a whole, respectively, and generally do not coincide. This paper introduces and examines networks where user equilibrium and system optimum are identical, termed Wardrop Optimal Networks. Moreover, we illustrate that these flows remain consistent under several important transformations as well as under uniform changes in their latency functions.

European Journal of Pure and Applied MathematicsVol. 17(4)
American University of the Middle East (KW)
Openalex Percentile: Top 40%
Traffic control and management
0.33
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