AN EXTENDED MACROSCOPIC MODEL FOR TRAFFIC FLOW ON A HIGHWAY WITH SLOPES

In this paper, we present an extended car-following model with consideration of the gravitational force. A new macroscopic model taking into account the slope effects is developed using the relationship between the microscopic and macroscopic variables. The proposed model is applied to reflect the effect of the slope on uniform flow, traffic waves and small perturbation. The simulation results demonstrate that both the angle and the length of the slope have important impacts on traffic flow. The effect of the slope becomes more significant with the increase of the slope angle.

[1]  M. Lighthill,et al.  On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[2]  Hai-Jun Huang,et al.  A new macro model with consideration of the traffic interruption probability , 2008 .

[3]  Tie-Qiao Tang,et al.  A new car-following model accounting for varying road condition , 2012 .

[4]  Takashi Nagatani,et al.  Effect of gravitational force upon traffic flow with gradients , 2009 .

[5]  Y. Ping,et al.  Optical soliton with group delay in microring coupled-resonator optical waveguides , 2009 .

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

[7]  Boris S. Kerner,et al.  Local cluster effect in different traffic flow models , 1998 .

[8]  T. Nagatani The physics of traffic jams , 2002 .

[9]  H. M. Zhang A NON-EQUILIBRIUM TRAFFIC MODEL DEVOID OF GAS-LIKE BEHAVIOR , 2002 .

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

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

[13]  Anastasios S. Lyrintzis,et al.  Improved High-Order Model for Freeway Traffic Flow , 1998 .

[14]  R. Jiang,et al.  A new continuum model for traffic flow and numerical tests , 2002 .

[15]  Kerner,et al.  Cluster effect in initially homogeneous traffic flow. , 1993, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[16]  Marcello Delitala,et al.  Asymptotic limits of a discrete Kinetic Theory model of vehicular traffic , 2011, Appl. Math. Lett..

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

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

[19]  D. Gazis,et al.  Nonlinear Follow-the-Leader Models of Traffic Flow , 1961 .

[20]  J. M. D. Castillo,et al.  On the functional form of the speed-density relationship—I: General theory , 1995 .

[21]  L i Xingli,et al.  Phase transition on speed limit traffic with slope , 2008 .

[22]  Andrea Tosin,et al.  Mathematical modeling of vehicular traffic: a discrete kinetic theory approach , 2007 .

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

[24]  Tang Tie-Qiao,et al.  A New Car-Following Model with Consideration of Driving Resistance , 2011 .

[25]  P. I. Richards Shock Waves on the Highway , 1956 .

[26]  C. Daganzo Requiem for second-order fluid approximations of traffic flow , 1995 .

[27]  Wen-xing Zhu,et al.  Solitary Density Waves for Improved Traffic Flow Model with Variable Brake Distances , 2012 .