期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2014
期号：NCETAS
页码：105
出版社：S&S Publications
摘要：This paper is an attempt to address the control delay in traffic control and management of arterial atgradesignalised road intersection. Delay is the one way to measure the interruption traffic flow. Control delay isdefined as the total delay, which is occurred at signalised intersection. Control delay depends on types of signal as wellas cycle time of signal, degree of saturation, queue of vehicles, peak factor, progression factor and condition ofcarriageway and geometric features of pavement. Control delay includes initial deceleration delay, queue move-up time,stopped delay and final acceleration delay. The length of average control delay can be found out to use an equation atvarious signalized intersection. To objectives of this research study were to analyse difference way to minimize thecontrol delay and maintain the rapid flow, to improve the speed of vehicle, increase the traffic carrying capacity andremove traffic congestion.
关键词：At-grade; arterial; interruption flow; queue; control delay
