Nonlinear analysis of an improved continuum model considering mean-field velocity difference

被引:27
|
作者
Wang, Zihao [1 ,2 ,3 ]
Cheng, Rongjun [1 ,2 ,3 ]
Ge, Hongxia [1 ,2 ,3 ]
机构
[1] Ningbo Univ, Fac Maritime & Transportat, Ningbo 315211, Zhejiang, Peoples R China
[2] Jiangsu Prov Collaborat Innovat Ctr Modern Urban, Nanjing 210096, Jiangsu, Peoples R China
[3] Ningbo Univ, Subctr, Natl Traff Management Engn & Technol Res Ctr, Ningbo 315211, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Traffic flow; KdV equation; Mean-field velocity difference; FVD model; CAR-FOLLOWING MODEL; TRAFFIC FLOW MODEL; DRIVERS BOUNDED RATIONALITY; LATTICE HYDRODYNAMIC MODEL; KDV-BURGERS EQUATION; MKDV EQUATIONS; JAMMING TRANSITION; DYNAMICAL MODEL; TDGL; ANTICIPATION;
D O I
10.1016/j.physleta.2019.01.011
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
Based on the velocity gradient model, an extended continuum model with consideration of the mean-field velocity difference is proposed in this paper. By using the linear stability theory, the linear stability criterion of the new model is gained, which proved that mean-field velocity difference has significant influence on stability of traffic flow. The KdV-Burgers equation is derived by using non-linear analysis method and the evolution of density wave near the neutral stability line is explored. Numerical simulations are carried out how mean-field velocity difference affect the stability of traffic flow, and energy consumption is also studied for this new macro model. At the same time, complicated traffic phenomena such as local cluster effects, shock waves and rarefaction waves can be reproduced in the new model by numerical simulation. Numerical results are consistent with the theoretical analysis, which indicates that the mean-field velocity difference not only suppresses traffic jam, but also depresses energy consumption. (C) 2019 Elsevier B.V. All rights reserved.
引用
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页码:622 / 629
页数:8
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