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城市交叉口交通拥挤最大排队长度估算模型
引用本文:王彦杰,徐建闽,李文勇.城市交叉口交通拥挤最大排队长度估算模型[J].西部交通科技,2009(2):84-90.
作者姓名:王彦杰  徐建闽  李文勇
作者单位:1. 桂林电子科技大学机电工程学院,广西桂林,541004
2. 华南理工大学土木与交通学院,广东广州,510641
基金项目:国家自然科学基金,广州重点科技公关项目 
摘    要:文章针对交通波模型应用于城市道路排队长度估算所存在的问题,评述了累计到达-离去模型应用的优势。通过对累计到达-离去模型的三种变形形式的分析比较,选用出其中的一种模型为基础模型进行改进,得到城市交叉口交通拥挤最大排队长度估算模型,并通过VISSIM仿真实验验证了这一改进模型的实用性。

关 键 词:累计到达-离去模型  最大排队长度估算模  VISSIM仿真

The Model for Estimating Maximum Queue Length for Urban Road Congestion
WANG Yan-jie,XU Jian-min,LI Wen-yong.The Model for Estimating Maximum Queue Length for Urban Road Congestion[J].Western China Communication Science & Technology,2009(2):84-90.
Authors:WANG Yan-jie  XU Jian-min  LI Wen-yong
Institution:WANG Yan-jie, XU Jian-min, LI Wen-yong(1. Guilin University of Electronic Technology, Guilin, Guangxi, 541004;2.School of Construction and Traffic of the South China University of Technology, Guangzhou, Guangdong, 510641 )
Abstract:Based on the problem exists during using the applied traffic wave model to estimate city road queue length,the paper presents the advantages of using cumulative reach - leave model.Through the analyzing and comparing of the three variations of the cumulative reach - leave model, one of the models was chosen to make improvement.From the improved model,we obtained model that can estimate max-imum queue length of urban road congestion.Also by VISSIM simulation re- sults,we prove the practicability of this model.
Keywords:Model of cumulative reach - leave  Model estimate of maximum queue length  VISSIM simulation
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