A GENERAL PHASE TRANSITION MODEL FOR VEHICULAR TRAFFIC

被引:76
作者
Blandin, S. [1 ]
Work, D. [2 ]
Goatin, P. [3 ]
Piccoli, B. [4 ]
Bayen, A. [1 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[2] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[3] INRIA Sophia Antipolis Mediterranee, EPI OPALE, F-06902 Sophia Antipolis, France
[4] Rutgers State Univ, Dept Math Sci, Camden, NJ 08102 USA
关键词
partial differential equations; hyperbolic systems of conservation laws; macroscopic highway traffic flow model; phase transition; numerical scheme; Riemann solver; CELL TRANSMISSION MODEL; CONSERVATION-LAWS; CONGESTION; SYSTEMS; WAVES; TIME;
D O I
10.1137/090754467
中图分类号
O29 [应用数学];
学科分类号
070104 [应用数学];
摘要
An extension of the Colombo phase transition model is proposed. The congestion phase is described by a two-dimensional zone defined around a standard fundamental diagram. General criteria for building such a set-valued fundamental diagram are enumerated and instantiated on several standard fluxes with different concavity properties. The solution to the Riemann problem in the presence of phase transitions is obtained through the design of a Riemann solver, which enables the construction of the solution of the Cauchy problem using wavefront tracking. The free-flow phase is described using a Newell-Daganzo fundamental diagram, which allows for a more tractable definition of phase transition compared to the original Colombo phase transition model. The accuracy of the numerical solution obtained by a modified Godunov scheme is assessed on benchmark scenarios for the different flux functions constructed.
引用
收藏
页码:107 / 127
页数:21
相关论文
共 50 条
[1]
[Anonymous], 2000, The one-dimensional Cauchy problem
[2]
[Anonymous], 2002, Cambridge Texts in Applied Mathematics, DOI [10.1017/CBO9780511791253, DOI 10.1017/CBO9780511791253]
[3]
[Anonymous], SB MATH
[4]
[Anonymous], INTELLIGENT TRANSPOR
[5]
[Anonymous], P 2003 AM CONTR C
[6]
[Anonymous], 2006, AIMS SER APPL MATH
[7]
[Anonymous], 2002, Applied Mathematical Sciences
[8]
Resurrection of "second order" models of traffic flow [J].
Aw, A ;
Rascle, M .
SIAM JOURNAL ON APPLIED MATHEMATICS, 2000, 60 (03) :916-938
[9]
Bardos C., 1979, Commun. Partial Differ. Equ., V4, P1017, DOI [10.1080/03605307908820117, DOI 10.1080/03605307908820117]
[10]
Numerical simulations of traffic data via fluid dynamic approach [J].
Blandin, S. ;
Bretti, G. ;
Cutolo, A. ;
Piccoli, B. .
APPLIED MATHEMATICS AND COMPUTATION, 2009, 210 (02) :441-454