TDGL and mKdV equations for car-following model considering traffic jerk

A new traffic flow model is proposed based on an optimal velocity car-following model, which takes the traffic jerk effect into consideration. The nature of the model is researched by using linear and nonlinear analysis method. In traffic flow, the phase transition and the critical phenomenon which are described by the thermodynamic theory. The time-dependent Ginzburg-Landau (TDGL) equation and the modified Korteweg-de Veris (mKdV) equation are derived to describe the traffic flow near the critical point. In addition, the connection between the TDGL and the mKdV equations is also given. Numerical simulation is given to demonstrate the theoretical results.

[1]  Ge Hong-Xia,et al.  Time-dependent Ginzburg—Landau equation for lattice hydrodynamic model describing pedestrian flow , 2013 .

[2]  Liu Yuncai,et al.  An Improved Car-Following Model for Multiphase Vehicular Traffic Flow and Numerical Tests , 2006 .

[3]  Hai-Jun Huang,et al.  A new macro model for traffic flow with the consideration of the driver's forecast effect , 2010 .

[4]  Takashi Nagatani,et al.  TDGL and MKdV equations for jamming transition in the lattice models of traffic , 1999 .

[5]  孙剑,et al.  A lattice traffic model with consideration of preceding mixture traffic information , 2011 .

[6]  Tie-Qiao Tang,et al.  Impact of the honk effect on the stability of traffic flow , 2011 .

[7]  Nakayama,et al.  Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[8]  Wen-Xing Zhu,et al.  Nonlinear analysis of traffic flow on a gradient highway , 2012 .

[9]  G. Peng,et al.  A new lattice model of traffic flow with the consideration of the traffic interruption probability , 2012 .

[10]  Takashi Nagatani,et al.  Thermodynamic theory for the jamming transition in traffic flow , 1998 .

[11]  Hai-Jun Huang,et al.  A new car-following model with the consideration of the driver's forecast effect , 2010 .

[12]  R. Jiang,et al.  Full velocity difference model for a car-following theory. , 2001, Physical review. E, Statistical, nonlinear, and soft matter physics.

[13]  Hai-Jun Huang,et al.  A new car-following model with consideration of roadside memorial , 2011 .

[14]  Li-Dong Zhang,et al.  A Novel Lattice Traffic Flow Model And Its Solitary Density Waves , 2012 .

[15]  Wen-xing Zhu,et al.  Friction coefficient and radius of curvature effects upon traffic flow on a curved Road , 2012 .

[16]  Omar Bagdadi,et al.  Development of a method for detecting jerks in safety critical events. , 2013, Accident; analysis and prevention.

[17]  Wei-Zhen Lu,et al.  Lattice hydrodynamic model with bidirectional pedestrian flow , 2009 .

[18]  Dihua Sun,et al.  Lattice hydrodynamic traffic flow model with explicit drivers’ physical delay , 2013 .

[19]  T. Nagatani Jamming transition in a two-dimensional traffic flow model. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[20]  Hongxia Ge,et al.  TDGL and mKdV equations for car-following model considering driver’s anticipation , 2014 .

[21]  Takashi Nagatani,et al.  Jamming transitions and the modified Korteweg–de Vries equation in a two-lane traffic flow , 1999 .

[22]  G. Peng,et al.  A new lattice model of traffic flow with the anticipation effect of potential lane changing , 2012 .

[23]  Rui Jiang,et al.  Intermittent unstable structures induced by incessant constant disturbances in the full velocity difference car-following model , 2008 .

[24]  Hai-Jun Huang,et al.  A new fundamental diagram theory with the individual difference of the driver’s perception ability , 2012 .

[25]  Dirk Helbing,et al.  GENERALIZED FORCE MODEL OF TRAFFIC DYNAMICS , 1998 .

[26]  Siuming Lo,et al.  An improved car-following model considering influence of other factors on traffic jam , 2012 .