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静止队列法交叉口排队与停车延误分析
引用本文:李明利,王选民,张利川.静止队列法交叉口排队与停车延误分析[J].交通与计算机,2009,27(4):43-46.
作者姓名:李明利  王选民  张利川
作者单位:长安大学信息工程学院,西安,710064
摘    要:交叉口延误是现代城市交通研究的重要课题,论文采用静止队列法分析了交叉口排队与停车延误。根据车辆通过交叉口的真实过程,运用静止队列法,以队列首尾各自向上游移动描述排队过程,在此基础上分析了一次排队和二次排队通过交叉口的排队长度与停车延误,并归纳了排队长度与停车延误的一般算式,最后仿真研究了连续多个周期各时段的排队长度及其变化,讨论了时段长度与停车延误准确度的关系,并确定了时段长度合适的取值范围。

关 键 词:交通工程  排队  停车延误  静止队列法  时段停车率和时段启动率

Analysis of Queuing and Stop Delay at Intersection by Method of Stationary Queue
LI Mingli,WANG Xuanmin,ZHANG Lichuan.Analysis of Queuing and Stop Delay at Intersection by Method of Stationary Queue[J].Computer and Communications,2009,27(4):43-46.
Authors:LI Mingli  WANG Xuanmin  ZHANG Lichuan
Institution:School of Information Engineering;Chang'an University;Xi'an 710064;China
Abstract:Delay at intersection is an important research for modern urban transportation.This paper studied the queuing and stop delay at intersection by method of stationary queue.The method was set forth according to the real course of cars' crossing an intersection,which describes queuing through the head and the tail of the queue moving up individually.Queuing length and stop delays were analyzed respectively on the method for cars to pass through an intersection with once and twice queuing.The general formulas o...
Keywords:traffic engineering  queuing  stop delay  method of stationary queue  stop ratio and start ratio in time segment  
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