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Development of arrival/departure based uniform delay model for left-turn traffic at signalized intersections.

机译:针对信号交叉口左转交通的基于到达/出发的统一延迟模型的开发。

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摘要

Left-turn traffic may reduce operational efficiency and increase accident potential at signalized intersection, if it is not managed properly. Protected plus permitted left-turn phasing (PPLT) with exclusive left-turn lanes are commonly used to improve the operational efficiency at signalized intersections. However, only limited research has been done in evaluating operation quality for such phasing. Delay for PPLT is commonly estimated using the HCM method under the assumption of uniform arrival flow rate. This assumption does not take into account the effect of signal progression and platoon arrival and affects the accuracy in estimating the blocked time, left turn saturation flow rate as well as delay, especially for a coordinated signalized intersection.;This research developed mathematical models for estimating the uniform delay for protected plus permitted left turn traffic at signalized intersections by directly taking into account the effects of arrival type (platooning). The models use different flow rates for the vehicles within and outside the platoon for both the subject left lane and opposing approach. A general uniform delay model was derived to cover all combinations of left turn and opposing traffic arrival types. In addition, the study proposed a blocked time estimation method that is more accurate than the current method used in HCM. Furthermore, the study developed permitted left turn saturation flow rate models that depend on unsaturated opposing discharge flow rate during unblocked time.;Field data was collected to calibrate CORSIM simulation model. The calibrated CORSIM was used to generate scenarios covering all possible arrival types for both left turn and opposing through approaches. The comparison of the control delay from the proposed and HCM models to simulated field data from CORSIM indicated that the HCM model underestimate the control delay, but the proposed model was more accurate in estimating the delay for left turn lane group with PPLT.;The proposed models then were applied to real-time signal control system for coordinated intersections with protected-plus-permitted left turn phasing. Test results showed that the real-time signal control taking into account the left turn treatment and signal progression can improve the signal control effectiveness.
机译:如果管理不当,左转交通可能会降低运营效率,并增加信号交叉口的事故可能性。带专用左转车道的受保护加上允许的左转调相(PPLT)通常用于提高信号交叉口的运营效率。但是,在评估这种阶段的操作质量方面,仅进行了有限的研究。 PPLT的延迟通常是在假设到达流速均匀的情况下使用HCM方法估算的。该假设未考虑信号行进和排到达的影响,并且会影响估计阻塞时间,左转饱和流量以及延迟的准确性,特别是对于协调信号交叉口。通过直接考虑到达类型(成排)的影响,在信号交叉口处的保护加允许左转交通的统一延迟。对于目标左车道和对面进近,该模型对排内和排外的车辆使用不同的流速。得出了一个通用的统一延误模型,该模型涵盖了左转弯和相反交通到达类型的所有组合。此外,该研究提出了一种阻塞时间估计方法,该方法比HCM中使用的当前方法更准确。此外,研究开发了允许的左转饱和流量模型,该模型取决于非阻塞时间内非饱和反向排放流量。;收集现场数据以校准CORSIM仿真模型。校准的CORSIM用于生成方案,该方案涵盖左转弯和直通对面的所有可能到达类型。所提出的模型和HCM模型的控制延迟与CORSIM的模拟现场数据的比较表明,HCM模型低估了控制延迟,但是所提出的模型在用PPLT估计左转车道组的延迟方面更为准确。然后将模型应用到实时信号控制系统中,以保护加允许的左转相位为协调交叉路口。测试结果表明,实时信号控制考虑了左转弯处理和信号进行,可以提高信号控制的有效性。

著录项

  • 作者

    Wang, Ming-Heng.;

  • 作者单位

    University of Illinois at Urbana-Champaign.;

  • 授予单位 University of Illinois at Urbana-Champaign.;
  • 学科 Engineering Civil.;Operations Research.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 152 p.
  • 总页数 152
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;运筹学;
  • 关键词

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