Synchronized flow and phase separations in single-lane mixed traffic flow

In this paper, we have studied synchronized flow and phase separations in mixed (heterogeneous) single-lane highway traffic. It is found that the flux–density (occupancy) curve of heterogeneous flow, as expected, lies in between two flux–density (occupancy) curves of homogeneous flow R=0 (all vehicles are slow vehicles) and R=1 (all vehicles are fast vehicles). However, unexpectedly, the velocity–density (occupancy) curve of heterogeneous flow does not. We also found that cross-correlation function (CCF) analysis shows that heterogeneous flow has almost the same strong coupling as homogeneous flow. In other words, when traffic is in free flow or jams, the value of CCF is approximate to be 1.0, while the value is about 0.1 in synchronized flow.

[1]  A. Schadschneider,et al.  Statistical physics of vehicular traffic and some related systems , 2000, cond-mat/0007053.

[2]  R. Sollacher,et al.  Multi-anticipative car-following model , 1999 .

[3]  A. Schadschneider,et al.  Empirical test for cellular automaton models of traffic flow. , 2004, Physical review. E, Statistical, nonlinear, and soft matter physics.

[4]  X Li,et al.  Cellular automaton model considering the velocity effect of a car on the successive car. , 2001, Physical review. E, Statistical, nonlinear, and soft matter physics.

[5]  Partha Chakroborty,et al.  Evaluation of the General Motors based car-following models and a proposed fuzzy inference model , 1999 .

[6]  A. Schadschneider,et al.  Single-vehicle data of highway traffic: a statistical analysis. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[7]  Boris S. Kerner,et al.  Cellular automata approach to three-phase traffic theory , 2002, cond-mat/0206370.

[8]  E. Boer Car following from the driver’s perspective , 1999 .

[9]  Michael Schreckenberg,et al.  Mechanical restriction versus human overreaction triggering congested traffic states. , 2004, Physical review letters.

[10]  M. Fukui,et al.  Traffic Flow in 1D Cellular Automaton Model Including Cars Moving with High Speed , 1996 .

[11]  H. Lee,et al.  Dynamic states of a continuum traffic equation with on-ramp. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[12]  A. Schadschneider,et al.  Metastable states in cellular automata for traffic flow , 1998, cond-mat/9804170.

[13]  D. Helbing,et al.  Cellular Automata Simulating Experimental Properties of Traffic Flow , 1998, cond-mat/9812300.

[14]  M. Baucus Transportation Research Board , 1982 .

[15]  D. Helbing Fundamentals of traffic flow , 1997, cond-mat/9806080.

[16]  M. E. Lárraga,et al.  Cellular automata for one-lane traffic flow modeling , 2005 .

[17]  Hung-Jung Chen,et al.  A VARIED FORM OF THE NAGEL–SCHRECKENBERG MODEL , 2001 .

[18]  Heather J. Ruskin,et al.  Modeling traffic flow at a single-lane urban roundabout , 2002 .

[19]  K. Jetto,et al.  The effect of mixture lengths of vehicles on the traffic flow behaviour in one-dimensional cellular automaton , 2004 .

[20]  Dirk Helbing,et al.  Micro- and macro-simulation of freeway traffic , 2002 .

[21]  Debashish Chowdhury,et al.  LETTER TO THE EDITOR: Stochastic traffic model with random deceleration probabilities: queueing and power-law gap distribution , 1997 .

[22]  Hyun-Woo Lee,et al.  Traffic states of a model highway with on-ramp , 2000 .

[23]  Michael Schreckenberg,et al.  A cellular automaton model for freeway traffic , 1992 .

[24]  Joachim Krug,et al.  LETTER TO THE EDITOR: Phase transitions in driven diffusive systems with random rates , 1996 .

[25]  G. G. Stokes "J." , 1890, The New Yale Book of Quotations.

[26]  B. Kerner Experimental features of the emergence of moving jams in free traffic flow , 2000 .

[27]  Lee,et al.  Phase diagram of congested traffic flow: An empirical study , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[28]  Ding-wei Huang Analytical results for a three-phase traffic model. , 2003, Physical review. E, Statistical, nonlinear, and soft matter physics.

[29]  D. Helbing,et al.  LETTER TO THE EDITOR: Macroscopic simulation of widely scattered synchronized traffic states , 1999, cond-mat/9901119.

[30]  Boris S. Kerner,et al.  Spatial–temporal patterns in heterogeneous traffic flow with a variety of driver behavioural characteristics and vehicle parameters , 2004 .

[31]  Ludger Santen,et al.  DISORDER EFFECTS IN CELLULAR AUTOMATA FOR TWO-LANE TRAFFIC , 1999 .

[32]  B. Kerner Empirical macroscopic features of spatial-temporal traffic patterns at highway bottlenecks. , 2002, Physical review. E, Statistical, nonlinear, and soft matter physics.

[33]  Kai Nagel,et al.  Two-lane traffic rules for cellular automata: A systematic approach , 1997, cond-mat/9712196.

[34]  D. Helbing Traffic and related self-driven many-particle systems , 2000, cond-mat/0012229.

[35]  Helbing,et al.  Congested traffic states in empirical observations and microscopic simulations , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[36]  Ludger Santen,et al.  LETTER TO THE EDITOR: Towards a realistic microscopic description of highway traffic , 2000 .

[37]  B. Kerner EXPERIMENTAL FEATURES OF SELF-ORGANIZATION IN TRAFFIC FLOW , 1998 .

[38]  Ihor Lubashevsky,et al.  Order-parameter model for unstable multilane traffic flow , 2000 .

[39]  M. R. Evans Exact steady states of disordered hopping particle models with parallel and ordered sequential dynamics , 1997 .

[40]  Ludger Santen,et al.  Human behavior as origin of traffic phases. , 2002, Physical review. E, Statistical, nonlinear, and soft matter physics.

[41]  Rui Jiang,et al.  First order phase transition from free flow to synchronized flow in a cellular automata model , 2005 .