中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2012, Vol. 31 ›› Issue (6): 1189-1193.DOI: 10.3969/j.issn.1674-0696.2012.06.22

• • 上一篇    下一篇

无信号交叉口支路车道通行能力建模与仿真

李淑庆,王志远   

  1. 重庆交通大学交通运输学院,重庆400074
  • 收稿日期:2012-06-01 修回日期:2012-07-09 出版日期:2012-12-15 发布日期:2014-10-31
  • 作者简介:李淑庆(1963—),男,四川西充人,教授,主要从事交通工程的教学与研究工作。E-mail:SQL999888@126.com。
  • 基金资助:
    重庆市科委重大科技攻关项目( CSTC-2009AA6039) ; 重庆市交通运输工程重点实验室基金项目( 2011CQJY004)

Lane Capacity Modeling and Simulating of Branch Road at Unsignalized Intersection

Li Shuqing,Wang Zhiyuan   

  1. School of Traffic & Transportation,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2012-06-01 Revised:2012-07-09 Online:2012-12-15 Published:2014-10-31

摘要: 为了解决现有无信号交叉口支路通行能力模型的假设过于理想化与计算误差偏大的问题,针对无信号交叉口常见1 车道与2 车道支路的各种车道功能划分,基于可接受间隙理论与主路车头时距服从M3 分布,分析了无信号交叉口支路大小车型构成混合车队的交通流运行特性,建立了各种支路功能划分车道的通行能力模型; 利用Vissim交通仿真软件,对模型的可靠性进行检验,并对模型进行简化以加强实用性。研究表明: 当主路车流量为600 ~1000 veh /h 时,该模型误差小于2%。

关键词: 无信号交叉口, 支路, 通行能力, 建模, 仿真

Abstract: In order to solve the problem about what is over-idealization hypothesis and large error for existing lane capacity models of branch road at unsignalized intersection,as for the different functional lanes of branch road with one or two lanes,the traffic flow feature of platoon composed of minor-type and large-type vehicles in branch road is analyzed firstly,based on the gap acceptance theory and M3 distribution of main flow at unsignalized intersection. Then,the capacity models of different functional lanes of branch road are set up. Finally,Vissim traffic simulation software is used to test the reliability of the models,and the models are simplified to enhance their practicality. The study result shows that the models error is less than 2% when the traffic flow of main road belongs to 600 - 1.000 veh /h.

Key words: unsignalized intersection, branch road, passing capacity, modeling, simulating

中图分类号: