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高速公路加速车道设计理论探讨 被引量:1

An Application study of Merging Theory on Designing Acceleration Lane for Expressway
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摘要 提出了以高速公路加速车道合流等待理论为基础的加速车道长度设计方法和以排队论为基础的入口匝道交通控制方法。这些方法克服了传统方法中忽视主线交通量的情况,特别是在主线较为拥挤的条件下加速车道上排队的情况。 It is obviously irrational that the design of onramp acceleration lane for expressway is only taken account of motor dynamic characteristics.This paper presents a new design philosophy on acceleration lane that the traffic volumes on main line of expressway and onramp are considered in the computation of the acceleration lane length.The methodologies are based on the merging and queuing theories of probability.The methods are especially proper for the condition of congested traffic on main line of expressway.A group of computer simulated designing lengths of acceleration lane are also provided in this paper for the purpose of comparison between various methods and the traditional design standards.Finally the onramp metering is also concerned according to the queuing theory and the threshold value inequality is given for the better control to the onramp traffic.
作者 李硕 张亚平
机构地区 湖南大学
出处 《公路交通科技》 CAS CSCD 北大核心 1998年第4期52-56,共5页 Journal of Highway and Transportation Research and Development
关键词 高速公路 入口匝道 加速车道 合流 等待排队 Expressway Onramp Acceleration lane Merging traffic flow Waiting queuing
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参考文献3

  • 1Gerlough D L.Huber M J.Traffic Flow Theory,Special Report 165.Transporation Research Board,U.S.A.
  • 2Adams W F.Road Traffic Considered as A Random Serites.U.S.A:Joumal of Institute of Civil Engineering, 1936(4).
  • 3Blumenfeld D E,Weiss G H.Merging from An Acceleration Lane.U.S.A:Transportation Science,1971 5(2).

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