Traffic Flow States in a Freeway with Bottle neck

被引:0
作者
Peng Zi-Hui [1 ]
Sun Gang [1 ]
Zhu Jing-Yi [2 ]
机构
[1] Chinese Acad Sci, Inst Phys, Beijing Natl Lab Condensed Matter Phys, Beijing 100080, Peoples R China
[2] Univ Utah, Dept Math, Salt Lake City, UT 84112 USA
基金
中国国家自然科学基金;
关键词
granular flow; phase transition; stochastic process;
D O I
暂无
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
The system of mixture of single lane and double lane is studied by a cellular automata model, which is developed by us based on the Nagel and Schreckenberg's models.We justify that the model can reach a stable states quickly. The density distributions of the stable state is presented for several cases, which illustrate the manner of the congestion. The relationship between the outflow rate and the total number of vehicles and that between the outflow rate and the density just before the bottleneck are both given. Comparing with the relationship that occurring in the granular flow,we conclude that the transition from the free traffic flow to the congested traffic flow can also be attributed to the abrupt variation through unstable flow state, which can naturally explain the discontinuities and the complex time variation behavior observed in the traffic flow experiments.
引用
收藏
页码:145 / 148
页数:4
相关论文
共 12 条
[1]  
Drake J.S., 1967, HIGHWAY RES RECORD, V156, P53
[2]  
GERLOUGH DL, 1975, 165 NAT RES COUNC TR, P1
[3]  
HUANG D, 2006, PHYS REV E, V58, P1
[4]   Experimental properties of complexity in traffic flow [J].
Kerner, BS ;
Rehborn, H .
PHYSICAL REVIEW E, 1996, 53 (05) :R4275-R4278
[5]   Experimental properties of phase transitions in traffic flow [J].
Kerner, BS ;
Rehborn, H .
PHYSICAL REVIEW LETTERS, 1997, 79 (20) :4030-4033
[6]  
KERNER BS, 1996, PHYS REV E, V53, P1279
[7]   PROPAGATION OF ON-RAMP DENSITY PERTURBATIONS ON UNIDIRECTIONAL 2-LANE AND 3-LANE FREEWAYS [J].
MUNJAL, PK ;
PIPES, LA .
TRANSPORTATION RESEARCH, 1971, 5 (04) :241-&
[8]   ANALYSIS AND VALIDATION OF LANE-DROP EFFECTS ON MULTI-LANE FREEWAYS [J].
MUNJAL, PK ;
HSU, YS ;
LAWRENCE, RL .
TRANSPORTATION RESEARCH, 1971, 5 (04) :257-&
[9]  
NAGEL K, 1992, J PHYS I, V2, P2221, DOI 10.1051/jp1:1992277
[10]   AN OPERATIONAL ANALYSIS OF TRAFFIC DYNAMICS [J].
PIPES, LA .
JOURNAL OF APPLIED PHYSICS, 1953, 24 (03) :274-281