Efficient Implementation of Method of Successive Averages in Simulation-Based Dynamic Traffic Assignment Models for Large-Scale Network Applications

The method of successive averages remains by far the most widely used solution heuristic in simulation-based dynamic traffic assignment. Its simplicity and the nonrequirement of derivative information for the flow-cost mapping function are the main reasons for its widespread use, especially in the realm of dynamic traffic assignment (DTA). However, its convergence properties in real-life networks have been inconclusive, especially because (a) simulation-based models typically are not well behaved mathematically, and therefore their solution properties are not guaranteed, and (b) predetermined step sizes do not exploit local information in searching for a solution and therefore tend to have sluggish performance properties. An effort was made to improve on the performance of the method of successive averages heuristic for user-equilibrium and system-optimal DTA problems on large congested networks through novel implementations that derive their efficiency from exploiting local information made available in the results of vehicle-based simulation models used to provide the mapping between a feasible path flow assignment and the experienced travel cost in a DTA solution framework. The results of extensive numerical tests on actual networks are reported, confirming the performance improvements attainable with the new approach.

[1]  Yixuan Li,et al.  Large-Scale Dynamic Traffic Assignment: Implementation Issues and Computational Analysis , 2004 .

[2]  Hani S. Mahmassani,et al.  EXPERIMENTAL INVESTIGATION OF ROUTE AND DEPARTURE TIME CHOICE DYNAMICS OF URBAN COMMUTERS , 1988 .

[3]  J. Wardrop ROAD PAPER. SOME THEORETICAL ASPECTS OF ROAD TRAFFIC RESEARCH. , 1952 .

[4]  Stella Dafermos,et al.  Traffic Equilibrium and Variational Inequalities , 1980 .

[5]  Y. She Urban Transportation Networks: Equilibrium Analysis with Mathematical Programming Methods , 1985 .

[6]  J. G. Wardrop,et al.  Some Theoretical Aspects of Road Traffic Research , 1952 .

[7]  W. Y. Szeto,et al.  A cell-based variational inequality formulation of the dynamic user optimal assignment problem , 2002 .

[8]  H. Simon,et al.  A Behavioral Model of Rational Choice , 1955 .

[9]  Peeta Srinivas,et al.  System optimal dynamic traffic assignment in congested networks with advanced information systems. , 1996 .

[10]  Hani S. Mahmassani,et al.  An evaluation tool for advanced traffic information and management systems in urban networks , 1994 .

[11]  Bruce N Janson,et al.  Dynamic traffic assignment for urban road networks , 1991 .

[12]  B. Ran,et al.  A discrete time dynamic flow model and a formulation and solution method for dynamic route choice , 2005 .

[13]  Torbjörn Larsson,et al.  Simplicial Decomposition with Disaggregated Representation for the Traffic Assignment Problem , 1992, Transp. Sci..

[14]  Hani S. Mahmassani,et al.  System optimal and user equilibrium time-dependent traffic assignment in congested networks , 1995, Ann. Oper. Res..

[15]  Hani S. Mahmassani,et al.  Time dependent, shortest-path algorithm for real-time intelligent vehicle highway system applications , 1993 .

[16]  Che-Fu Hsueh,et al.  A model and an algorithm for the dynamic user-optimal route choice problem , 1998 .

[17]  Bin Ran,et al.  A link-based variational inequality model for dynamic departure time/route choice , 1996 .

[18]  W. Y. Szeto,et al.  Non-Equilibrium Dynamic Traffic Assignment , 2005 .

[19]  Shing Chung Josh Wong,et al.  A predictive dynamic traffic assignment model in congested capacity-constrained road networks , 2000 .

[20]  Hani S. Mahmassani,et al.  Dynamic Network Traffic Assignment and Simulation Methodology for Advanced System Management Applications , 2001 .

[21]  A. Nagurney Network Economics: A Variational Inequality Approach , 1992 .