Characteristics of Lane Changing Induced by Bus Stop and Deceleration Area

An extended optimal velocity traffic flow model on two lanes including a bus stop and a bus deceleration area is proposed. The fundamental diagram is classified into seven distinct traffic states with the variation of density. Two new traffic states are found. One of them shows that lane-changing occurs frequently whether in front of or behind the bus, the other shows the stop-and-go wave will appear simultaneously on both lanes. With increasing density, the lane changing region is alterable around the bus. All the characteristics can be concluded by the spatio-temporal patterns of different traffic states.

[1]  Huang Hai-Jun,et al.  Influences of signal light and bus-stop position on T-road junction traffic , 2009 .

[2]  Takashi Nagatani,et al.  Kinetic clustering and jamming transitions in a car-following model for bus route , 2000 .

[3]  R. M. Michaels,et al.  Perceptual Factors in Car-Following , 1963 .

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

[5]  Scott A. Hill Numerical analysis of a time-headway bus route model , 2003 .

[6]  Mao-Bin Hu,et al.  Realistic bus route model considering the capacity of the bus , 2003 .

[7]  Takashi Nagatani,et al.  Interaction between buses and passengers on a bus route , 2001 .

[8]  T. Nagatani,et al.  Bunching transition in a time-headway model of a bus route. , 2001, Physical review. E, Statistical, nonlinear, and soft matter physics.

[9]  Takashi Nagatani,et al.  Spatio-temporal dynamics of jams in two-lane traffic flow with a blockage , 2003 .

[10]  Huang Hai-Jun,et al.  A public transport system model with consideration of bus stop , 2010 .

[11]  M. Evans,et al.  Jamming transition in a homogeneous one-dimensional system: The bus route model , 1997, cond-mat/9712243.

[12]  Ziyou Gao,et al.  The capacity drop caused by the combined effect of the intersection and the bus stop in a CA model , 2007 .

[13]  V. Thamizh Arasan,et al.  Influence of Bus Stops on Flow Characteristics of Mixed Traffic , 2005 .

[14]  Dai Shi-qiang,et al.  Investigation on traffic bottleneck induce by bus stopping with a two-lane cellular automaton model , 2009 .

[15]  Jiang Rui,et al.  The influence of bus stop on the dynamics of traffic flow , 2009 .

[16]  Song Yu-Kun,et al.  Combined bottleneck effect of on-ramp and bus stop in a cellular automaton model , 2009 .

[17]  Qing-Song Wu,et al.  Traffic Behavior in a Two-Lane System Consisting of a Mixture of Buses and Cars , 2007 .

[18]  Takashi Nagatani,et al.  Dynamics and schedule of shuttle bus controlled by traffic signal , 2008 .

[19]  Qian Yong-Sheng,et al.  The study of a cellular automaton traffic flow model with public transit,harbor-shaped bus stop and mixed different-maximum-speed vehicles on single lane , 2008 .

[20]  Hai-Jun Huang,et al.  THE EFFECTS OF BUS STOP ON TRAFFIC FLOW , 2009 .

[21]  H. B. Zhu Numerical study of urban traffic flow with dedicated bus lane and intermittent bus lane , 2010 .

[22]  Henri Huijberts,et al.  Analysis of a continuous car-following model for a bus route: existence, stability and bifurcations of synchronous motions , 2002 .

[23]  Takashi Nagatani,et al.  TRANSITIONS TO CHAOS OF A SHUTTLE BUS INDUCED BY CONTINUOUS SPEEDUP , 2003 .

[24]  Takashi Nagatani,et al.  Traffic states and jamming transitions induced by a bus in two-lane traffic flow , 2005 .

[25]  Ziyou Gao,et al.  The capacity of two neighbour intersections considering the influence of the bus stop , 2008 .