Probabilistic description of traffic flow

被引:112
作者
Mahnke, R [1 ]
Kaupuzs, J
Lubashevsky, I
机构
[1] Univ Rostock, Inst Phys, D-18051 Rostock, Germany
[2] Univ Latvia, Inst Math & Comp Sci, LV-1459 Riga, Latvia
[3] Russian Acad Sci, Inst Gen Phys, Theory Dept, Moscow 119991, Russia
来源
PHYSICS REPORTS-REVIEW SECTION OF PHYSICS LETTERS | 2005年 / 408卷 / 1-2期
关键词
stochastic processes; transportation; master equation; cluster formation; traffic breakdown; nucleation; phase transition;
D O I
10.1016/j.physrep.2004.12.001
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
A stochastic description of traffic flow, called probabilistic traffic flow theory, is developed. The general master equation is applied to relatively simple models to describe the formation and dissolution of traffic congestions. Our approach is mainly based on spatially homogeneous systems like periodically closed circular rings without on- and off-ramps. We consider a stochastic one-step process of growth or shrinkage of a car cluster (jam). As generalization we discuss the coexistence of several car clusters of different sizes. The basic problem is to find a physically motivated ansatz for the transition rates of the attachment and detachment of individual cars to a car cluster consistent with the empirical observations in real traffic. The emphasis is put on the analogy with first-order phase transitions and nucleation phenomena in physical systems like supersaturated vapour. The results are summarized in the flux-density relation, the so-called fundamental diagram of traffic flow, and compared with empirical data. Different regimes of traffic flow are discussed: free flow, congested mode as stop-and-go regime, and heavy viscous traffic. The traffic breakdown is studied based on the master equation as well as the Fokker-Planck approximation to calculate mean first passage times or escape rates. Generalizations are developed to allow for on-ramp effects. The calculated flux-density relation and characteristic breakdown times coincide with empirical data measured on highways. Finally, a brief summary of the stochastic cellular automata approach is given. (C) 2004 Published by Elsevier B.V..
引用
收藏
页码:1 / 130
页数:130
相关论文
共 187 条
[61]   MASTER: macroscopic traffic simulation based on a gas-kinetic, non-local traffic model [J].
Helbing, D ;
Hennecke, A ;
Shvetsov, V ;
Treiber, M .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2001, 35 (02) :183-211
[62]   IMPROVED FLUID-DYNAMIC MODEL FOR VEHICULAR TRAFFIC [J].
HELBING, D .
PHYSICAL REVIEW E, 1995, 51 (04) :3164-3169
[63]   Traffic and related self-driven many-particle systems [J].
Helbing, D .
REVIEWS OF MODERN PHYSICS, 2001, 73 (04) :1067-1141
[64]   Cellular automata simulating experimental properties of traffic flow [J].
Helbing, D ;
Schreckenberg, M .
PHYSICAL REVIEW E, 1999, 59 (03) :R2505-R2508
[65]   HIGH-FIDELITY MACROSCOPIC TRAFFIC EQUATIONS [J].
HELBING, D .
PHYSICA A, 1995, 219 (3-4) :391-407
[66]   Generalized force model of traffic dynamics [J].
Helbing, D ;
Tilch, B .
PHYSICAL REVIEW E, 1998, 58 (01) :133-138
[67]   Empirical traffic data and their implications for traffic modeling [J].
Helbing, D .
PHYSICAL REVIEW E, 1997, 55 (01) :R25-R28
[68]  
Helbing D., 2000, Traffic and Granular Flow'99: Social, Traffic and Granular Dynamics
[69]  
Helbing D., 1997, VERKEHRSDYNAMIK NEUE
[70]   BOUNDARY-INDUCED PHASE-TRANSITIONS IN EQUILIBRIUM AND NONEQUILIBRIUM SYSTEMS [J].
HENKEL, M ;
SCHUTZ, G .
PHYSICA A, 1994, 206 (1-2) :187-195