Analysis of a new two-lane lattice hydrodynamic model with consideration of the global average flux

被引:0
作者
Geng Zhang
Di-Hua Sun
Wei-Ning Liu
机构
[1] Key Laboratory of Dependable Service Computing in Cyber Physical Society of Ministry of Education,College of Automation
[2] Chongqing University,College of Computer Science
[3] Chongqing University,undefined
来源
Nonlinear Dynamics | 2015年 / 81卷
关键词
Traffic flow; Two-lane lattice hydrodynamic model; mKdV equation; Average-and-optimal flux difference;
D O I
暂无
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学科分类号
摘要
A new two-lane traffic lattice hydrodynamic model is proposed with the consideration of the global average-and-optimal flux difference effect based on the local relative flux two-lane lattice model. First, the influence of the global average-and-optimal flux difference on the stability of traffic flow is investigated through linear stability theory. The results reveal that the unstable region will be shrunk by taking the global average-and-optimal flux difference effect into account. Additionally, by using the reductive perturbation method, the mKdV equation near the critical point is derived and traffic jam transition can be described by its kink–antikink soliton solution. The good agreement between the numerical simulations and the analytical results shows that traffic congestion can be suppressed efficiently by considering the global average-and-optimal flux difference and the local relative flux effects in two-lane traffic system and the local relative flux is more important than the global average-and-optimal flux difference in stabilizing traffic flow.
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页码:1623 / 1633
页数:10
相关论文
共 97 条
[1]  
Bando M(1995)Dynamical model of traffic congestion and numerical simulation Phys. Rev. E 51 1035-1042
[2]  
Hasebe K(2001)Full velocity difference model for a car-following theory Phys. Rev. E 64 017101-28
[3]  
Nakayama A(2011)Modeling and simulation for microscopic traffic flow based on multiple headway, velocity and acceleration difference Nonlinear Dyn. 66 15-1234
[4]  
Shibata A(2013)Full velocity difference and acceleration model for a car-following theory Commun. Nonlinear Sci. Numer. Simul. 18 1229-1405
[5]  
Sugiyama Y(2012)A new car-following model accounting for varying road condition Nonlinear Dyn. 70 1397-229
[6]  
Jiang R(1992)A cellular automaton model for freeway traffic J. Phys. I 2 212-267
[7]  
Wu QS(1999)A new cellular automaton model for traffic flow Commun. Nonlinear Sci. Numer. Simul. 4 264-552
[8]  
Zhu ZJ(2005)Honk effect in the two-lane cellular automaton model for traffic flow Physica A 348 544-419
[9]  
Li YF(2002)A new continuum model for traffic flow and numerical tests Transp. Res. B 36 405-3735
[10]  
Sun DH(2009)A viscous continuum traffic flow model with consideration of the coupling effect for two-lane freeways Chin. Phys. B 18 3724-2953