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Performance-based management of arterial traffic signal systems.

机译:基于性能的动脉交通信号系统管理。

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摘要

The current state of the practice in traffic signal system management is highly dependent on modeling of signal operations based on historical field data. While the initial design phase is typically rigorous, once systems are installed and timed, signal timing updates are infrequent. As agencies compete for increasingly limited resources, enhanced quantitative performance data from traffic signal systems is urgently needed. As such data becomes available, it is highly desirable to make use of it to improve operations.;This dissertation defines and demonstrates several tools for measuring the performance of traffic signal systems and improving operations using that information. A portfolio of performance measures is proposed, including an analysis of the intersection phase capacity utilization; progression quality for coordinated phases; and estimated motorist delay time. Techniques for aggregating this data on an arterial system level are presented, including prototype graphics and tables that would be useful for agency performance reports.;A new visualization graphic is developed called the Purdue Coordination Diagram (PCD), allowing a qualitative appraisal of coordinated phase performance. When coupled with quantitative data, the PCD is a powerful tool for analyzing offset performance in a coordinated signal system. Using a simple model, the PCD is used to predict the impact of changes to arterial offsets; the prediction is verified by field implementation, with observed performance slightly superior to the prediction. Probe vehicle travel times decrease by 1.7 minutes (28%) in the northbound direction on the arterial system; the difference is statistically significant.;Procedures are proposed that aggregate the high resolution data to improve the computational efficiency of offset optimization algorithms. A "Link Pivoting" algorithm for optimizing offsets on a linear arterial is introduced, which revisits the Combination Method of the 1960s-1970s. Link Pivoting is compared against a heirarchical heuristic search, Monte Carlo simulation, and TRANSYT-style hill climbing, using alternate objective functions (maximize arrivals on green or minimize delay). Link Pivoting yielded the best performing offsets out of the algorithms tested, and is comparable to TRANSYT in terms of computational complexity. A simple model is proposed that extends the offset analysis methodology to include changes to cycle length.
机译:交通信号系统管理中实践的当前状态高度依赖于基于历史现场数据的信号操作模型。尽管最初的设计阶段通常很严格,但是一旦系统安装并定时,信号定时更新就很少了。随着各机构争夺越来越有限的资源,迫切需要来自交通信号系统的增强的定量性能数据。随着这些数据的可用,迫切需要利用它来改善操作。本文定义并演示了几种用于测量交通信号系统性能并使用该信息来改善操作的工具。提出了一系列性能指标,包括对交叉路口相乘能力的分析。协调阶段的进度质量;和估计的驾驶人延迟时间。提出了在动脉系统水平上汇总这些数据的技术,包括可用于机构绩效报告的原型图形和表格。开发了一种新的可视化图形,称为普渡协调图(PCD),可以对协调相进行定性评估性能。与定量数据结合使用时,PCD是用于分析协调信号系统中偏移性能的强大工具。 PCD使用简单的模型来预测动脉偏移变化的影响;该预测已通过现场实施进行了验证,观察到的性能略好于预测。探测车在动脉系统北向的行驶时间减少了1.7分钟(28%)。提出了聚合高分辨率数据的程序,以提高偏移量优化算法的计算效率。介绍了一种用于优化线性动脉偏移的“链接枢轴”算法,该算法重新审视了1960-1970年代的组合方法。使用替代目标函数(最大化到达绿色区域或最小化延迟),将Link Pivoting与分层启发式搜索,Monte Carlo模拟和TRANSYT式爬山进行了比较。在测试的算法中,Link Pivoting产生了性能最佳的偏移,在计算复杂度方面与TRANSYT相当。提出了一个简单的模型,该模型扩展了偏移分析方法,以包括对循环长度的更改。

著录项

  • 作者

    Day, Christopher Michael.;

  • 作者单位

    Purdue University.;

  • 授予单位 Purdue University.;
  • 学科 Engineering Civil.;Transportation.;Urban and Regional Planning.
  • 学位 Ph.D.
  • 年度 2010
  • 页码 480 p.
  • 总页数 480
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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