2011Transportation Research Board 90th Annual MeetingTransportation Research BoardRequires access

Comparison of User-equilibrium and System-optimal Route Flow Solutions Under Increasing Traffic Congestion

Jianfeng Zheng, David E. Boyce

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Abstract

Using an advanced traffic assignment tool (TAPAS), unique route flows can be obtained for precisely converged solutions of traffic assignment problems. Comparisons of user-equilibrium and system-optimum solutions for three trip matrices are presented for two road networks. Then, flow patterns on two small-scale networks are analyzed. Results show that increasing traffic congestion has a substantial impact on the difference in flows between the user equilibrium and system optimum when link cost functions are super-linear; in contrast, for linear link cost functions, such differences may be independent of travel demand.

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Using an advanced traffic assignment tool (TAPAS), unique route flows can be obtained for precisely converged solutions of traffic assignment problems. Comparisons of user-equilibrium and system-optimum solutions for three trip matrices are presented for two road networks. Then, flow patterns on two small-scale networks are analyzed. Results show that increasing traffic congestion has a substantial impact on the difference in flows between the user equilibrium and system optimum when link cost functions are super-linear; in contrast, for linear link cost functions, such differences may be independent of travel demand.

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Available abstract

Using an advanced traffic assignment tool (TAPAS), unique route flows can be obtained for precisely converged solutions of traffic assignment problems. Comparisons of user-equilibrium and system-optimum solutions for three trip matrices are presented for two road networks. Then, flow patterns on two small-scale networks are analyzed. Results show that increasing traffic congestion has a substantial impact on the difference in flows between the user equilibrium and system optimum when link cost functions are super-linear; in contrast, for linear link cost functions, such differences may be independent of travel demand.

Key concepts: Mathematical optimization, Traffic congestion, Traffic flow (computer networking), Computer science, Flow network, Travel time, Flow (mathematics), Scale (ratio)

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