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信号控制交叉口绿灯间隔时间计算的研究

A Research on Calculation of Green Light Interval for Signalized Intersections
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摘要 针对信号控制交叉口由于绿灯间隔时间设置不当而可能导致的困境区域问题,结合路口限速、交叉口几何条件等客观因素,提出分析模型和最小绿灯间隔时间的计算公式,同时针对几种可能出现的情况,提出相关的建议,以达到消除困境区域的目的。 Aiming at an issue called dilemma zone caused by inappropriate setting of green light interval,combining with the objective factors such as intersection speed limits and geometric condition of the intersection etc., the authors proposed an analysis model and a calculation formula of minimum green light interval,as well several suggestions to eliminate the dilemma under several possible conditions.
出处 《西部交通科技》 2006年第2期17-19,共3页 Western China Communications Science & Technology
关键词 绿灯间隔时间 困境区域 限速 Green light interval Dilemma zone Speed limit
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参考文献3

  • 1[2]Gazis,D.,Herman,and A.Maradudin,"The problem of the Amber signal in Traffic Flow[J]." Operation Research,8(1960):112-132
  • 2[3]Institute of Transportation Engineers,Determining Vehicle Signal change and clearance intervals[J].Report IR-073,ITE Technical Council Committee 4TF-1,1994.
  • 3[4]Wilshire,R.L.Chapter 9:Traffic Signals.In Traffic Engineering Handbook,J.L.Pline (ed.).Prentice-Hall[J].Englewood Cliffs,1992,pp.278-309.

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