Assignation of transit fluxes in a next of urban transport

Authors

  • Pedro Canales García Facultad de Ciencias, Universidad Nacional de Ingeniería, Lima, Perú

DOI:

https://doi.org/10.21754/tecnia.v13i2.470

Keywords:

Transportation, traffic network project, equilibrium, variational inequality, gap function

Abstract

The assignation of traffic flow to an urban transportation network can be done using Wardrop's equilibrium principle, which deals the election of travel routes by the users. This election is done under the hypothesis of uniform information to users based on the perception they have of a minimum travel costs between the travel origin-destination. According to this principle, in the network flow point, none of the users would improve their travel costs changing the route initially chosen unilaterally. The traffic flow in these conditions are called user's deterministic traffic flow. In this work, we consider interest of the network administrator in optimizing his investment as well as the interest of the users to minimize travel costs. In this case, it's necessary to formulate a model which picks both interest. This gave rise to a mathematical formulation in two levels. The second level on this model describe the user problem by mathns of variational inequality. This formulation is known as a generalized two-level programm.

Downloads

Download data is not yet available.

References

[1] Beckman, C.B., Mc., Guire, Winsten, C.B., "Studies in the Economics of Transportation", Yale University Press, New Haven, 1956. 3.

[2] Aashtiani, Z., Magnanti, T., "Equilibria on a congested Transportation Network", SIAM J. Algebraic Discrete Methods 2, 213-226 (1981). Asmuth, R.L., Traffic Network Equiluibria". P.h.D. Thesis, Stanford University, 1978.

[4] Dafermos, S.C., "Traffic Equilibrium and Variational Inequalities", Transportation Science, 14, 42-54 (1980).

[5] Fisk C., Boyce, D., "Alternative Variational Inequality Formulations of the Equilibrium Travel- choice Problem". Transportation Science 17.454- 463 (1983).

[6] Morales, G., "O Problema de Programação Matematica com restrições Generalizadas de Equilíbrio", Tese de Doutorado,COPEE/ Sistemas, UFRJ, 1997.

[7] Arica, J., Morales, G., Scheimberg, S., "A Cutting Plane Algorithm to solve the Generalized Variational Inequality Ploblem for convex constrain set", No. 12/96, LCENG/CCT/UENF, 1996.

[8] Kriseida, C., "Gerenciamento Dinámico de Tráfego por Indução dos fluxos de Equilíbrio no caso da ocorrência de um Incidente", Tese M.Sc.março 1998/ UFRJ- COPPE

[9] Migdadlas A., "Bilevel Programmnig Traffic Planing: Model Methods and Challenger". Journal of Optimization, 7: 381-405, 1995.

[10] Marcotte, P., "Network Design Problem with Congestion Effects: A case of Bilevel Programming", Mathematical Programming 34 (1986) 142-162 North- Holland.

[11] Smith, M.J., "The Existence, Uniqueness, and Stability of Traffic Equilibria", Transportation Research 13B, 295-304 (1979).

Published

2003-12-01

How to Cite

[1]
P. Canales García, “Assignation of transit fluxes in a next of urban transport”, TEC, vol. 13, no. 2, Dec. 2003.

Issue

Section

Articles

Most read articles by the same author(s)