Traffic & Transportation Engineering

Analysis and Evaluation of Adaptability to Velocity Band for Green Wave Coordination Control Scheme

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  • 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China;2.Key Laboratory of Autonomous Systems and Networked Control of the Ministry of Education,South China University ofTechnology,Guangzhou 510640,Guangdong,China
卢凯(1979-),男,博士,副教授,主要从事交通信号控制研究.

Received date: 2013-10-15

  Revised date: 2014-01-23

  Online published: 2014-04-01

Supported by

国家自然科学基金资助项目(61203164);广东省自然科学基金资助项目(S2012040007998);广州市珠江科技新星专项(2013J2200066);广东高校优秀青年创新人才培养计划(育苗工程)项目(2012LYM_0014)

Abstract

Aiming at the uncertainty of actual running speed of vehicles,the influence of speed variation on actualresults of green wave coordination control scheme for traffic signals is analyzed.Then,by determining the velocityband of normal moving vehicles and by setting the average design speed for green wave coordination control,alter-native schemes of arterial green wave coordination control are generated.Finally,on the basis of green wave band-width expectation,the alternative schemes are evaluated and optimized under corresponding velocity distributions.The results of example analysis and simulation show that the proposed method takes into consideration the velocityband and distribution in different arterial directions and helps choose the best green wave coordination controlscheme from many alternative schemes according to sampled data and probability distribution of actual runningspeed.Thus,it is efficient in realizing the quantitative risk evaluation of coordination control schemes for traffic sig-nals and improving the adaptability and robustness of arterial green wave coordination control schemes.

Cite this article

Lu Kai Wu Huan Yang Xing Xu Jian- min . Analysis and Evaluation of Adaptability to Velocity Band for Green Wave Coordination Control Scheme[J]. Journal of South China University of Technology(Natural Science), 2014 , 42(5) : 60 -66,83 . DOI: 10.3969/j.issn.1000-565X.2014.05.010

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