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直行优先信号控制交叉口左转交通流延误模型
引用本文:杨晓光.直行优先信号控制交叉口左转交通流延误模型[J].同济大学学报(自然科学版),1998,26(3):284-289.
作者姓名:杨晓光
作者单位:同济大学道路与交通工程系!上海,200092
摘    要:根据国际上通用的信号控制交叉口直行交通流优先通行的规则,运用无信号控制交叉口优先型交通流延误分析的Adams理论,推导出直行优先型信号控制交叉口左转机动车交通流延误模型.其成果既完善了现有的延误计算理论,又可为设;置信号相位提供理论依据,同时还可用于分析我国信号控制交叉口实际运行状态所存在的问题.

关 键 词:信号控制交叉口  优先通行交通流  冲突延误  左转交通流延误  交通信号相位

Traffic Delay Model of Left-turn Flow on Signalized Intersection with Straight-going Priority
Yang Xiaoguang.Traffic Delay Model of Left-turn Flow on Signalized Intersection with Straight-going Priority[J].Journal of Tongji University(Natural Science),1998,26(3):284-289.
Authors:Yang Xiaoguang
Abstract:This paper demonstrates the traffic delay model of left - turn flow on the signalized intersection with staight - going priority. Based on the cmmon rule of staight - going Priority in signalized intersection, this model is developed with the Adams's theory about traffic delay analsis of priority intersection. Its result not only consummaes the theory of calculating delay, but also provides the theoretical basis for seting up signal phases. It may also be used to analyze the existing problems in the practical operating process on signalized intersection in China.
Keywords:Signalized intersection  Priority traffic flow  Conflict delay  Left-turn delay  Signal phase
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