Stability of macroscopic traffic flow modeling through wavefront expansion

被引:34
作者
Yi, JG
Lin, H
Alvarez, L
Horowitz, R [1 ]
机构
[1] Univ Calif Berkeley, Dept Mech Engn, Berkeley, CA 94720 USA
[2] Univ Nacl Autonoma Mexico, Inst Ingn, Coyoacan 04510, DF, Mexico
关键词
traffic stability; macroscopic traffic models; wavefront expansion;
D O I
10.1016/S0191-2615(02)00044-9
中图分类号
F [经济];
学科分类号
02 ;
摘要
In this paper, second-order macroscopic vehicle traffic flow models are discussed from the perspective of their capability to reproduce stable and unstable traffic flow behaviors observed in real traffic. To achieve this goal, a nonlinear traffic flow stability criterion is derived using a wavefront expansion technique. Qualitative relationships between traffic flow stability and model parameters are derived for an entire class of second-order macroscopic traffic flow models. The stability criterion is illustrated by numerical results using the CLAWPACK package for the well-known Payne-Whitham (PW) model. The newly derived stability results are consistent with previously reported results obtained using both microscopic models and approximate linearization methods. Moreover, the stability criteria derived in this paper can provide more refined information regarding the propagation of traffic flow perturbations and shock waves in second-order models than previously established methodologies. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:661 / 679
页数:19
相关论文
共 27 条
[1]   PARAMETER-IDENTIFICATION FOR A TRAFFIC FLOW MODEL [J].
CREMER, M ;
PAPAGEORGIOU, M .
AUTOMATICA, 1981, 17 (06) :837-843
[2]   THE CELL TRANSMISSION MODEL - A DYNAMIC REPRESENTATION OF HIGHWAY TRAFFIC CONSISTENT WITH THE HYDRODYNAMIC THEORY [J].
DAGANZO, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1994, 28 (04) :269-287
[3]   A finite difference approximation of the kinematic wave model of traffic flow [J].
Daganzo, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1995, 29 (04) :261-276
[4]   Requiem for second-order fluid approximations of traffic flow [J].
Daganzo, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1995, 29 (04) :277-286
[5]  
del Castillo JM, 2001, TRANSPORT RES B-METH, V35, P367, DOI 10.1016/S0191-2615(99)00055-7
[6]   THE REACTION-TIME OF DRIVERS AND THE STABILITY OF TRAFFIC FLOW [J].
DELCASTILLO, JM ;
PINTADO, P ;
BENITEZ, FG .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1994, 28 (01) :35-60
[7]   Numerical simulation of macroscopic traffic equations [J].
Helbing, D ;
Treiber, M .
COMPUTING IN SCIENCE & ENGINEERING, 1999, 1 (05) :89-99
[8]   A generalised stability criterion for motorway traffic [J].
Holland, EN .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1998, 32 (02) :141-154
[9]   CLUSTER EFFECT IN INITIALLY HOMOGENEOUS TRAFFIC FLOW [J].
KERNER, BS ;
KONHAUSER, P .
PHYSICAL REVIEW E, 1993, 48 (04) :R2335-R2338
[10]   NUMERICAL-SIMULATION OF MACROSCOPIC CONTINUUM TRAFFIC MODELS [J].
LEO, CJ ;
PRETTY, RL .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1992, 26 (03) :207-220