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混合车流下单车道道路通行能力分析
引用本文:王登梅,韦维,胡尧.混合车流下单车道道路通行能力分析[J].贵州大学学报(自然科学版),2010,27(5):95-98.
作者姓名:王登梅  韦维  胡尧
作者单位:贵州大学理学院,贵州贵阳550025
基金项目:贵州省科技计划项目基金,贵州大学研究生创新基金
摘    要:以跟驰理论为基础,通过对由大、小两种车型构成的混合车流不同跟驰序列、不同组合概率的研究,得出了跟驰车头时距单车道路段多车型混合车流通行能力模型。研究表明,单车道路段多车型混合车流通行能力不仅与反应时间、车辆长度、车辆速度、制动性能有关,还与混合车流的车辆组成状况及跟驰序列有关,最后分析了各影响参数之间的关系。

关 键 词:混合车流  通行能力  车头时距  跟驰序列

Cycling Trails Traffic Capacity Research of Mixed Traffic
WANG Deng-mei,WEI Wei,HU Yao.Cycling Trails Traffic Capacity Research of Mixed Traffic[J].Journal of Guizhou University(Natural Science),2010,27(5):95-98.
Authors:WANG Deng-mei  WEI Wei  HU Yao
Institution:(College of Science,Guizhou University,Guiyang 550025,China)
Abstract:Based on linear vehicle-following theory,different linear vehicle-following sequence and combination probability of mixed traffic flow,which was made up of heavy and light vehicles,was studied,and a capacity model of this traffic flow on sections was established using vehicle-following time headway.Research results indicate that the capacity of mixed traffic flow on sections relates not only to drivers reaction time,running velocity,vehicle length and brake characteristics,but also to combinatorial proportions and vehicle-following sequence of mixed traffic flow.Finally,the relationship between the parameters was analyzed.
Keywords:mixed traffic flow  capacity  time headway  vehicle-following sequence
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