Highway Capacity Manual (HCM), the procedures for estimating d'/> A delay model for exclusive right-turn lanes at signalized intersections with uniform arrivals and right turns on red.
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A delay model for exclusive right-turn lanes at signalized intersections with uniform arrivals and right turns on red.

机译:信号灯交叉口统一到达的专有右转车道的延迟模型,右转为红色。

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摘要

Right turn on red (RTOR) is an established part of today's driving patterns. However, despite several revisions of the Highway Capacity Manual (HCM), the procedures for estimating delay at signalized intersections do not adequately incorporate the effects of RTOR. The HCM currently removes RTOR from the analysis.; This dissertation has developed models of uniform delay that incorporate RTOR based on queuing theory. Queuing accumulation polygons (QAP) were developed that include RTOR. The research developed a classification system for describing any signal phasing into one of 4 classes based on the sequence of 3 red regimes and one green regime.; It was further demonstrated that these 4 classes of signal phasings resulted in one of 2 general QAP patterns. The first pattern consists of two conflicting regimes followed by two nonconflicting regimes. The other pattern consists of alternating conflicting and non-conflicting regimes. Models to calculate delay for each basic pattern were developed.; The performance of the proposed models was evaluated with both field data and simulated data. The proposed model predicted delays that were different from both the observed delays and the delays based on the HCM method. A review of the intermediate calculations and videotape data suggests that variations in driver behavior may be the cause of the difference between the observed delay and the predicted delay.; Data sets were generated by varying volume parameters and signal timing parameters. The first data set simulated a variety of traffic conditions at the study intersection. The second data set represents as a variety of volumes under different signal timing patterns for a 4 phase timing plan. The proposed model predicted reductions in delay over a wide range of conditions when compared to the HCM approach under both sets of conditions.
机译:右转红灯(RTOR)是当今驾驶模式的重要组成部分。但是,尽管对高速公路通行能力手册(HCM)进行了多次修订,但估计信号交叉口的延误程序仍未充分考虑RTOR的影响。 HCM当前从分析中删除了RTOR。本文基于排队论,建立了包含RTOR的统一时延模型。开发了包括RTOR的排队累积多边形(QAP)。该研究开发了一种分类系统,该系统基于3种红色状态和1种绿色状态的序列来描述将任何信号定相为4类的信号。进一步证明,这4类信号定相导致了2种常规QAP模式之一。第一种模式包括两个相互冲突的政权,然后是两个不冲突的政权。另一种模式包括交替的冲突和非冲突政权。开发了用于计算每个基本模式的延迟的模型。利用现场数据和模拟数据对所提出模型的性能进行了评估。所提出的模型预测的延迟不同于观察到的延迟和基于HCM方法的延迟。对中间计算和录像带数据的回顾表明,驾驶员行为的变化可能是观察到的延迟与预测的延迟之间存在差异的原因。通过改变音量参数和信号定时参数来生成数据集。第一个数据集模拟了研究路口的各种交通状况。第二数据集表示针对4相时序计划的不同信号时序模式下的各种体积。与两组条件下的HCM方法相比,提出的模型预测了在宽范围条件下延迟的减少。

著录项

  • 作者

    Qureshi, Mohammad Ahsan.;

  • 作者单位

    The University of Tennessee.;

  • 授予单位 The University of Tennessee.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 71 p.
  • 总页数 71
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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