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网络交通模型中考虑信号控制的行程时间函数模型
引用本文:祁宏生,王殿海,别一鸣,宋现敏.网络交通模型中考虑信号控制的行程时间函数模型[J].东南大学学报,2011(3):305-310.
作者姓名:祁宏生  王殿海  别一鸣  宋现敏
作者单位:吉林大学交通学院;浙江大学建筑工程学院;
基金项目:The National Basic Research Program of China (973 Program) ( No. 2006CB705505); the Basic Scientific Research Fund of Jilin University ( No. 200903209)
摘    要:为了描述信号控制路段的行程时间,基于累计曲线法提出了城市基本道路的行程时间模型.首先利用交通波方法分析了路段排队形成及消散过程;然后构建路段入口和出口的累计曲线,通过累计曲线得到了单车道、稳定流量输入条件下的形成时间函数;最后考虑路段的拓扑结构特性,将多车道路段分解成多个单车道的组合,并得出了基本道路的行程时间模型.该...

关 键 词:行程时间  交通波  排队长度  信号控制

Travel time function for basic link considering signal control in network traffic model
Qi Hongsheng, Wang Dianhai Bie Yiming Song Xianmin.Travel time function for basic link considering signal control in network traffic model[J].Journal of Southeast University(English Edition),2011(3):305-310.
Authors:Qi Hongsheng  Wang Dianhai Bie Yiming Song Xianmin
Institution:Qi Hongsheng1,2 Wang Dianhai2 Bie Yiming1 Song Xianmin1(1 College of Transportation,Jilin University,Changchun 130025,China)(2 College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China,)
Abstract:In order to describe the travel time of signal-controlled roads,a travel time model for urban basic roads based on the cumulative curve is proposed.First,the traffic wave method is used to analyze the formation and dispersion of the vehicle queue.Cumulative curves for road entrances and exits are established.Based on the cumulative curves,the travel time of the one-lane road under stable flow input is derived.And then,the multi-lane road is decomposed into a series of single-lane links based on its topologi...
Keywords:travel time  traffic wave  queue length  signal control  
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