Journal of South China University of Technology (Natural Science Edition) ›› 2011, Vol. 39 ›› Issue (10): 105-110.doi: 10.3969/j.issn.1000-565X.2011.10.019

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Determination Method of Critical Traffic Volume for Signal Setting at T-Intersections

Ma Dong-fangWang Dian-hai1,2  Song Xian-minChen Song1   

  1. 1. College of Traffic,Jilin University,Changchun 130022,Jilin,China; 2. College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,Zhejiang,China
  • Received:2011-03-08 Revised:2011-06-02 Online:2011-10-25 Published:2011-09-01
  • Contact: 宋现敏(1978-) ,女,博士,讲师,主要从事交通控制与交通流理论研究. E-mail: songxianmin0708@163.com E-mail:mdf2004@163.com
  • About author:马东方(1983-) ,男,博士生,主要从事交通控制研究.
  • Supported by:

    国家"863”计划项目( 2011AA110304) ; 国家自然科学基金资助项目( 50908100, 70971053) ; 吉林大学基本科研业务费项目( 200903209)

Abstract:

In order to improve the allocation and installation specifications of traffic signal lights for road,the conflict matrix of various vehicle flows at T-intersections is proposed based on right-of-way rules,and then two models of the traffic capacity and the average vehicle delay at one unsignalized intersection are obtained according to the gap acceptance and queuing theories. Then,from the viewpoint of traffic efficiency,the average vehicle delay is taken as the discriminant index to describe the relationship between the difference of the average vehicle delay before and after the signal setting and the movement volume. Finally,the critical traffic volumes for the signal setting under specific conditions are achieved via the optimal control pattern with lower delay.

Key words: traffic signal setting, critical traffic volume, conflict matrix, traffic capacity, delay