An extended continuum traffic model with the consideration of the optimal velocity difference

被引:11
作者
Fan, De-li [1 ]
Zhang, Yi-cai [1 ]
Shi, Yin [1 ]
Xue, Yu [1 ,2 ]
Wei, Fang-ping [1 ]
机构
[1] Guangxi Univ, Inst Phys Sci & Technol, Nanning 53004, Peoples R China
[2] Key Lab Relativist Astrophys, Nanning 530004, Guangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Traffic flow; Continuum traffic model; Linear stability analysis; Optimal velocity; DRIVERS BOUNDED RATIONALITY; CAR-FOLLOWING MODEL; MACRO MODEL; REACTION-TIME; SHOCK-WAVES; FLOW; ANTICIPATION; STABILITY; JAMS;
D O I
10.1016/j.physa.2018.05.029
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
In this letter, we derived an extended continuum model from a car-following model with consideration of the optimal velocity difference called the relative optimal velocity via employing the transformation relation from microscopic variables to macroscopic ones. The stability condition of this continuum traffic model is obtained by performing linear stability analysis. Results show that the optimal velocity difference helps to improve the stability of traffic flow. We make use of the upwind finite difference scheme for simulation. The effects of the optimal velocity difference (the relative optimal velocity) and the velocity difference (the optimal velocity) on local clustering effect and instability are studied and compared each other, respectively. The spatiotemporal evolution patterns of traffic flow for the different initial density, strength of the optimal velocity difference and the velocity-difference are obtained. Their space-time diagrams reveal the local clustering effect induced by the instability of traffic flow and generate the stop&go traffic jams. Numerical simulation result indicates the unstable region is shrunken under the effect of the optimal velocity difference (the relative optimal velocity) and/or the velocity difference (the optimal velocity). (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:402 / 413
页数:12
相关论文
共 52 条
  • [1] Bifurcation analysis of a speed gradient continuum traffic flow model
    Ai, Wen-Huan
    Shi, Zhong-Ke
    Liu, Da-Wei
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2015, 437 : 418 - 429
  • [2] [Anonymous], 2013, Traffic flow dynamics: Data, models and simulation
  • [3] Resurrection of "second order" models of traffic flow
    Aw, A
    Rascle, M
    [J]. SIAM JOURNAL ON APPLIED MATHEMATICS, 2000, 60 (03) : 916 - 938
  • [4] DYNAMICAL MODEL OF TRAFFIC CONGESTION AND NUMERICAL-SIMULATION
    BANDO, M
    HASEBE, K
    NAKAYAMA, A
    SHIBATA, A
    SUGIYAMA, Y
    [J]. PHYSICAL REVIEW E, 1995, 51 (02): : 1035 - 1042
  • [5] Continuum approach to car-following models
    Berg, P
    Mason, A
    Woods, A
    [J]. PHYSICAL REVIEW E, 2000, 61 (02): : 1056 - 1066
  • [6] Castillo D., 1993, TRANSPORTATION TRAFF, P387
  • [7] An extended macro traffic flow model accounting for multiple optimal velocity functions with different probabilities
    Cheng, Rongjun
    Ge, Hongxia
    Wang, Jufeng
    [J]. PHYSICS LETTERS A, 2017, 381 (32) : 2608 - 2620
  • [8] KdV-Burgers equation in a new continuum model based on full velocity difference model considering anticipation effect
    Cheng Rongjun
    Ge Hongxia
    Wang Jufeng
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2017, 481 : 52 - 59
  • [9] An extended continuum model accounting for the driver's timid and aggressive attributions
    Cheng, Rongjun
    Ge, Hongxia
    Wang, Jufeng
    [J]. PHYSICS LETTERS A, 2017, 381 (15) : 1302 - 1312
  • [10] Statistical physics of vehicular traffic and some related systems
    Chowdhury, D
    Santen, L
    Schadschneider, A
    [J]. PHYSICS REPORTS-REVIEW SECTION OF PHYSICS LETTERS, 2000, 329 (4-6): : 199 - 329