绿波协调信号交叉口群的延误计算方法研究  

A Delay Calculation Method of Signalized Intersections under Green Wave Coordinated Control

作　　者：胡兴华[1] 朱晓宁[1] 隆冰[1] 

机构地区：[1]北京交通大学交通运输学院,北京100044

出　　处：《交通运输系统工程与信息》2015年第5期60-66,80,共8页Journal of Transportation Systems Engineering and Information Technology

基　　金：国家自然科学基金重大项目(71390332);国家自然科学基金项目(60870014);高等学校博士学科点专项科研基金(20130009110001)

摘　　要：在绿波协调控制交叉口群中,绿波段前沿交叉口对于交通流具有整流特性.针对单一交叉口延误计算方法对交叉口群整流特性考虑不足的问题,基于车流运行时间偏移呈正态分布的假设,采用非集计方法分别提出了绿波带内、绿波带间和右转车流的延误计算模型.分析了交叉口群对车流的整流作用,以最小二乘拟合法为基础,提出了交叉口进口道车辆到达函数拟合方法.分别考虑交叉口群绿波带内和绿波带间的车流运行时间偏移,以单车延误期望累积建立了交叉口进口道车流延误计算模型.利用交叉口车流数据验证了该方法的实用性和有效性.The rectification effects to traffic flow are observed clearly in the front part of signalized intersections under green wave coordinated control. But it is usually neglected when calculating the delay of single intersection. Based on the assumption that the running time deviation of traffic flow obeys normal distribution, the paper proposes three kinds of delay calculation models for internal of green wave band,interval of green wave band and right turn traffic flow by use of the disaggregate method. Considered the rectification characteristics of intersections, a vehicle arrival distribution function of entrance lane of intersection is presented based on least squares fitting method. A delay calculation method of traffic flow in the entrance lane of intersection is built through of the accumulation of each single vehicle expected delay with the influence of the running time deviation of traffic flow in the internal and interval of green wave band. At last, the practicability and effectiveness of the method presented is verified by a case study.

关 键 词：交通工程 信号交叉口 延误模型 整流特性 绿波协调 

分 类 号：U491[交通运输工程—交通运输规划与管理]