冲突强度最小时城市道路交叉口的信号配时  

Study on signal timing based on the minimum of traffic conflict intensity for urban intersections

作　　者：沈家军[1] 王炜[2] 

机构地区：[1]扬州大学建筑科学与工程学院,江苏扬州225127 [2]东南大学交通学院,南京210096

出　　处：《扬州大学学报（自然科学版）》2013年第1期75-78,共4页Journal of Yangzhou University：Natural Science Edition

基　　金：国家自然科学基金资助项目(51208451);江苏省自然科学基金资助项目(BK2010316);江苏省高校自然科学基金资助项目(10KJB580004);扬州大学"新世纪人才工程"资助项目

摘　　要：为了量化交通冲突对城市道路交叉口通行时间的影响,对冲突强度进行定义,将冲突强度划分为无冲突、有冲突和停车等待3种类型,从交通流、冲突点以及交叉口3个层面分别建立了冲突强度模型,给出交叉口冲突强度最小时绿灯时长的计算方法,并以具体交叉口为例进行了应用分析.结果表明:在不同周期时长条件下交叉口冲突强度均随绿灯时长的增加呈现先下降后上升的趋势,且存在一个使交叉口冲突强度最小的最佳绿灯时长,从而可以为交叉口的规划设计提供理论支持.In order to quantify the impact of traffic conflict on the travel time of intersection, conflict intensity is defined and divided and waiting behind stop line. into three types including no conflict occurring, conflict occurring Three models for conflict intensity are developed based on traffic flow, conflict point and intersection respectively. The calculating model for green time is analyzed when conflict intensity minimizes, an application to actual intersection is studied finally. The results indicate that conflict intensity decreases to minimum value then increases with green time in creasing under different mum conflict intensity, cycle length and th which can be appli ere must be an optimal green time corresponding to mini ed to intersection planning and design.

关 键 词：交通工程 冲突强度 信号配时 交叉口 

分 类 号：U491.23[交通运输工程—交通运输规划与管理]