Modeling the day-to-day traffic evolution process after an unexpected network disruption

被引:116
作者
He, Xiaozheng [1 ]
Liu, Henry X. [1 ]
机构
[1] Univ Minnesota, Dept Civil Engn, Minneapolis, MN 55455 USA
基金
美国国家科学基金会;
关键词
Day-to-day; Traffic equilibration; User equilibrium; Stability; Network disruption; STOCHASTIC EQUILIBRIUM; DYNAMICAL-SYSTEMS; ASSIGNMENT; STABILITY; COMPUTATION; BEHAVIOR;
D O I
10.1016/j.trb.2011.07.012
中图分类号
F [经济];
学科分类号
02 ;
摘要
Although various approaches have been proposed for modeling day-to-day traffic flow evolution, none of them, to the best of our knowledge, have been validated for disrupted networks due to the lack of empirical observations. By carefully studying the driving behavioral changes after the collapse of I-35W Mississippi River Bridge in Minneapolis, Minnesota, we found that most of the existing day-to-day traffic assignment models would not be suitable for modeling the traffic evolution under network disruption, because they assume that drivers' travel cost perception depends solely on their experiences from previous days. When a significant network change occurs unexpectedly, travelers' past experience on a traffic network may not be entirely useful because the unexpected network change could disturb the traffic greatly. To remedy this, in this paper, we propose a prediction-correction model to describe the traffic equilibration process. A "predicted" flow pattern is constructed inside the model to accommodate the imperfect perception of congestion that is gradually corrected by actual travel experiences. We also prove rigorously that, under mild assumptions, the proposed prediction-correction process has the user equilibrium flow as a globally attractive point. The proposed model is calibrated and validated with the field data collected after the collapse of I-35W Bridge. This study bridges the gap between theoretical modeling and practical applications of day-to-day traffic equilibration approaches and furthers the understanding of traffic equilibration process after network disruption. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:50 / 71
页数:22
相关论文
共 28 条
[1]  
[Anonymous], 1971, Mathematical Programming
[2]  
BERTSEKAS DP, 1982, MATH PROGRAM STUD, V17, P139
[3]   Stability and attraction domains of traffic equilibria in a day-to-day dynamical system formulation [J].
Bie, Jing ;
Lo, Hong K. .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2010, 44 (01) :90-107
[4]  
Cantarella G. E., 2003, P EUR TRANSP C 2003
[5]   Dynamic processes and equilibrium in transportation networks: Towards a unifying theory [J].
Cantarella, GE ;
Cascetta, E .
TRANSPORTATION SCIENCE, 1995, 29 (04) :305-329
[7]   TRAVEL TIME PREDICTION AND DEPARTURE TIME ADJUSTMENT BEHAVIOR DYNAMICS IN A CONGESTED TRAFFIC SYSTEM [J].
CHANG, GL ;
MAHMASSANI, HS .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1988, 22 (03) :217-232
[8]   Measuring post-disaster transportation system performance: the 1995 Kobe earthquake in comparative perspective [J].
Chang, SE ;
Nojima, N .
TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 2001, 35 (06) :475-494
[9]   LARGE POPULATION APPROXIMATIONS OF A GENERAL STOCHASTIC TRAFFIC ASSIGNMENT MODEL [J].
DAVIS, GA ;
NIHAN, NL .
OPERATIONS RESEARCH, 1993, 41 (01) :169-178
[10]   An overview of nontraditional formulations of static and dynamic equilibrium network design [J].
Friesz, TL ;
Shah, S .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2001, 35 (01) :5-21