Modeling the time to the next primary and secondary incident: A semi-Markov stochastic process approach

被引:14
作者
Ng, ManWo [1 ,2 ]
Khattak, Asad [3 ]
Talley, Wayne K. [4 ]
机构
[1] Old Dominion Univ, Dept Modeling Simulat & Visualizat Engn, Norfolk, VA 23529 USA
[2] Old Dominion Univ, Dept Civil & Environm Engn, Norfolk, VA 23529 USA
[3] Univ Tennessee, Dept Civil & Environm Engn, Knoxville, TN 37996 USA
[4] Old Dominion Univ, Dept Econ, Norfolk, VA 23529 USA
关键词
Semi-Markov process; Stochastic process; Probability; Incident; Primary incident; Secondary incident; FREEWAY ACCIDENTS; QUEUING MODELS; TRAVEL-TIME; DURATION; RELIABILITY; MANAGEMENT;
D O I
10.1016/j.trb.2013.09.013
中图分类号
F [经济];
学科分类号
02 ;
摘要
Incidents are notorious for their delays to road users. Secondary incidents - i.e., incidents that occur within a certain temporal and spatial distance from the first/primary incident can further complicate clearance and add to delays. While there are numerous studies on the empirical analysis of incident data, to the best of our knowledge, an analytical model that can be used for primary and secondary incident management planning that explicitly considers both the stochastic as well as the dynamic nature of traffic does not exist. In this paper, we present such a complementary model using a semi-Markov stochastic process approach. The model allows for unprecedented generality in the modeling of stochastics during incidents on freeways. Particularly, we relax the oftentimes restrictive Poisson assumption (in the modeling of vehicle arrivals, vehicle travel times, and incidence occurrence and recovery times) and explicitly model secondary incidents. Numerical case studies are provided to illustrate the proposed model. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:44 / 57
页数:14
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