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Operational analysis of the contraflow left-turn lane design at signalized intersections in China

机译:中国信号交叉口逆流左转车道设计运行分析

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摘要

The primary objective of the study was to evaluate the impacts of an unconventional left turn treatment called contraflow left-turn lane (CLL) on the operational performance of left-turn movement at signalized intersections. An analytical model was developed for estimating the capacity of left-turn movement at signalized intersections with the CLL design. The capacity model was calibrated and validated using field data collected at six approaches at five signalized intersections in the city of Handan, China. The results of field data analyses showed that the use of CLL design improved the capacity of left-turn movements. However, the capacity gains with the CLL design were quite stochastic considering the randomness in the arrivals of left-turning vehicles. Analytical delay models were proposed for estimating the delay to left-turning vehicles at intersections with the CLL design. A procedure was also proposed for optimizing the location of the upstream median opening and the green interval of the pre-signal. Simulation analyses were conducted to compare the delay experienced by the left-turning and through vehicles at signalized intersections with the conventional left-turn lane, the CLL and another unconventional left-turn treatment entitled "tandem design". The results showed that both CLL and tandem designs outperformed conventional left-turn lane design; and the CLL design generated less delay to both the left-turning and through vehicles as compared with the tandem design. (C) 2016 Elsevier Ltd. All rights reserved.
机译:该研究的主要目的是评估一种称为逆流左转车道(CLL)的非常规左转处理对信号交叉口左转运动的操作性能的影响。开发了一种分析模型,用于使用CLL设计估算信号交叉口的左转弯能力。使用中国邯郸市五个信号交叉口的六种方法收集的现场数据对容量模型进行了校准和验证。现场数据分析结果表明,CLL设计的使用提高了左转运动的能力。但是,考虑到左转车辆到达时的随机性,CLL设计的容量增加是相当随机的。提出了分析性延误模型,用于估计使用CLL设计的交叉路口处左转车辆的延误。还提出了用于优化上游中间开口的位置和预信号的绿色间隔的程序。进行了仿真分析,以比较左转和通过信号交叉口的车辆与常规左转车道,CLL和另一种称为“串联设计”的非常规左转处理所经历的延迟。结果表明,CLL和串联设计均优于传统的左转车道设计。与串联设计相比,CLL设计对左转和通行车辆产生的延迟较小。 (C)2016 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Transportation research》 |2016年第8期|228-241|共14页
  • 作者单位

    Southeast Univ, Jiangsu Prov Collaborat innovat Ctr Modern Urban, Jiangsu Key Lab Urban ITS, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Jiangsu Prov Collaborat innovat Ctr Modern Urban, Jiangsu Key Lab Urban ITS, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China;

    Univ Nevada, Dept Civil & Environm Engn, Reno, NV 89557 USA;

    Southeast Univ, Jiangsu Prov Collaborat innovat Ctr Modern Urban, Jiangsu Key Lab Urban ITS, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Capacity; Delay; Unconventional design; Left-turn; Signalized intersection;

    机译:容量;延迟;非常规设计;左转;信号交叉口;

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