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交通事故引起的排队长度及消散时间的估算
引用本文:孔惠惠,秦超,李新波,李引珍. 交通事故引起的排队长度及消散时间的估算[J]. 铁道运输与经济, 2005, 27(5): 65-67
作者姓名:孔惠惠  秦超  李新波  李引珍
作者单位:1. 铁道第四勘察设计院,线站处,湖北,武汉,430063
2. 天津铁路分局,天津车务段,天津,300142
3. 兰州交通大学,甘肃,兰州,730070
摘    要:传统的排队论理论单纯使用需求量和通行能力关系推算排队长度,由于其未考虑车流波动的影响,从而使估算结果与实际出入很大。现用车流波动理论分析发生交通事故后路段上车辆排队的形成与消散过程,推导出估算排队长度与消散时间的公式,并通过算例说明根据估算值提前分流,可提高道路的通行能力。

关 键 词:交通事故  车流波动  排队长度  消散时间  车辆
文章编号:1003-1421(2005)05-0065-03
修稿时间:2004-12-23

Estimation of Queue Length and Dispersing Time Caused by Traffic Accident
KONG Hui-hui,QIN Chao,LI Xin-bo,LI Yin-zhen. Estimation of Queue Length and Dispersing Time Caused by Traffic Accident[J]. Rail Way Transport and Economy, 2005, 27(5): 65-67
Authors:KONG Hui-hui  QIN Chao  LI Xin-bo  LI Yin-zhen
Affiliation:KONG Hui-hui1,QIN Chao1,LI Xin-bo2,LI Yin-zhen3
Abstract:The traditional Queuing Theory calculates the queue length only based on demand and through capacity. Since it ignores the influence of vehicle flow fluctuating, the calculation result differs a lot from the actuality. Now the vehicle flow fluctuating theory is employed to analyze the formation of vehicle queue as well as the dispersing process after accident and to deduce the calculation formula for queue length and dispersing time. With a calculation case, the paper states that the through capacity of road can be improved with aforehand diffluence according to calculation.
Keywords:accident  vehicle flow fluctuating  queue length  dispersing time  vehicle
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