A traffic flow lattice model with the consideration of driver anticipation effect and its numerical simulation

被引:21
作者
Sun Di-Hua [1 ]
Tian Chuan [1 ]
机构
[1] Chongqing Univ, Coll Automat, Chongqing 400030, Peoples R China
关键词
anticipation effect; traffic flow; lattice model; numerical simulation; MODIFIED KDV EQUATION; CAR-FOLLOWING MODEL; VELOCITY-DIFFERENCE; WAVES;
D O I
10.7498/aps.60.068901
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
With the consideration of the effect of driver anticipation behavior on traffic flow, a new one-dimensional lattice model is proposed. The linear stability condition of the presented model is obtained by employing the linear stability theory. The density wave near the critical stable point is investigated analytically with the nonlinear analysis method. The results show that the occurrence of traffic jamming transitions can be described by the kink-antikink solution of the modified Kortewegde Vries (mKdV) equation. The good agreement between the simulation results and the analytical results shows that the stability of traffic flow can be enhanced when the effect of driver anticipation behavior is considered.
引用
收藏
页数:7
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共 27 条
  • [11] ON KINEMATIC WAVES .2. A THEORY OF TRAFFIC FLOW ON LONG CROWDED ROADS
    LIGHTHILL, MJ
    WHITHAM, GB
    [J]. PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1955, 229 (1178): : 317 - 345
  • [12] Effect of multi-velocity-difference in traffic flow
    Mo Ye-Liu
    He Hong-Di
    Xue Yu
    Shi Wei
    Lu Wei-Zhen
    [J]. CHINESE PHYSICS B, 2008, 17 (12) : 4446 - 4450
  • [13] Modified KdV equation for jamming transition in the continuum models of traffic
    Nagatani, T
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1998, 261 (3-4) : 599 - 607
  • [14] Payne H.J., 1971, Mathematical Models of Public Systems, V1, P51
  • [15] A coupling lattice model of traffic flow on two lanes and numerical simulation
    Peng Guang-Han
    [J]. ACTA PHYSICA SINICA, 2010, 59 (06) : 3824 - 3830
  • [16] Two-car following model of traffic flow and numerical simulation
    Peng Guang-Han
    Sun Di-Hua
    He Heng-Pan
    [J]. ACTA PHYSICA SINICA, 2008, 57 (12) : 7541 - 7546
  • [17] SHOCK-WAVES ON THE HIGHWAY
    RICHARDS, PI
    [J]. OPERATIONS RESEARCH, 1956, 4 (01) : 42 - 51
  • [18] A viscous continuum traffic flow model with consideration of the coupling effect for two-lane freeways
    Sun Di-Hua
    Peng Guang-Han
    [J]. CHINESE PHYSICS B, 2009, 18 (09) : 3724 - 3735
  • [19] Interactions of waves in the speed-gradient traffic flow model
    Tang, T. Q.
    Huang, H. J.
    Gao, Z. Y.
    Wong, S. C.
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2007, 380 : 481 - 489
  • [20] A new macro model for traffic flow with the consideration of the driver's forecast effect
    Tang, T. Q.
    Huang, H. J.
    Shang, H. Y.
    [J]. PHYSICS LETTERS A, 2010, 374 (15-16) : 1668 - 1672