Steepest Descent Day-to-Day Dynamic Toll

Day-to-day dynamic congestion pricing schemes have been recently proposed to force the traffic system to evolve from the status quo to a stationary state of system optimum instead of user equilibrium, considering drivers’ day-to-day behavior adjustments. From the perspective of traffic management, it may be desirable to expedite the evolution process such that the total travel cost across the process can be reduced. A novel steepest descent dynamic toll scheme is proposed that minimizes the derivative of the total system cost with regard to day t or reduces the total system cost the most for each day. The problem of finding the steepest descent scheme is first formulated as a piecewise linear nonsmooth optimization problem and then transformed into a standard linear programming problem. Its mathematical properties are discussed further and a solution procedure is proposed for specifying the steepest descent pricing scheme. A numerical study of the well-known Braess network and the Sioux Falls, South Dakota, network is conducted to compare the performance of different dynamic pricing schemes.

[1]  Samer Madanat,et al.  Perception updating and day-to-day travel choice dynamics in traffic networks with information provision , 1998 .

[2]  Hjp Harry Timmermans,et al.  MODELLING LEARNING AND ADAPTATION IN TRANSPORTATION CONTEXTS , 2005 .

[3]  S. Peeta,et al.  Stability issues for dynamic traffic assignment , 2003, Autom..

[4]  E. Cascetta A stochastic process approach to the analysis of temporal dynamics in transportation networks , 1989 .

[5]  Larry J. LeBlanc,et al.  AN EFFICIENT APPROACH TO SOLVING THE ROAD NETWORK EQUILIBRIUM TRAFFIC ASSIGNMENT PROBLEM. IN: THE AUTOMOBILE , 1975 .

[6]  F. Knight Some Fallacies in the Interpretation of Social Cost , 1924 .

[7]  Hai-Jun Huang,et al.  Modeling and solving the dynamic user equilibrium route and departure time choice problem in network with queues , 2002 .

[8]  Terry L. Friesz,et al.  Day-To-Day Dynamic Network Disequilibria and Idealized Traveler Information Systems , 1994, Oper. Res..

[9]  Hani S. Mahmassani,et al.  Travel time prediction and departure time adjustment behavior dynamics in a congested traffic system , 1988 .

[10]  Wen-Long Jin A dynamical system model of the traffic assignment problem , 2005 .

[11]  William H. Sandholm,et al.  Potential Games with Continuous Player Sets , 2001, J. Econ. Theory.

[12]  Gary A. Davis,et al.  Large Population Approximations of a General Stochastic Traffic Assignment Model , 1993, Oper. Res..

[13]  Anna Nagurney,et al.  ON THE EQUIVALENCE BETWEEN STATIONARY LINK FLOW PATTERNS AND TRAFFIC NETWORK EQUILIBRIA , 2001 .

[14]  Anthony Chen,et al.  Computational study of state-of-the-art path-based traffic assignment algorithms , 2002, Math. Comput. Simul..

[15]  D. Hearn,et al.  Congestion Toll Pricing of Traffic Networks , 1997 .

[16]  Martin L. Hazelton,et al.  Computation of Equilibrium Distributions of Markov Traffic-Assignment Models , 2004, Transp. Sci..

[17]  T. Friesz,et al.  Dynamic Congestion Pricing in Disequilibrium , 2004 .

[18]  M. J. Smith,et al.  A continuous day-to-day traffic assignment model and the existence of a continuous dynamic user equilibrium , 1995, Ann. Oper. Res..

[19]  Michael J. Smith,et al.  The Stability of a Dynamic Model of Traffic Assignment - An Application of a Method of Lyapunov , 1984, Transp. Sci..

[20]  Hjp Harry Timmermans,et al.  A learning-based transportation oriented simulation system , 2004 .