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An integrated traffic control policy for incidents in freeway-arterial corridors.

机译:针对高速公路-干线走廊事件的综合交通控制政策。

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摘要

When unexpected congestion occurs on a freeway, diverting vehicles from the freeway to a less congested arterial is a common solution for mitigating the problem. However, diverting traffic without appropriately modifying traffic control on the alternate routes simply transfers the congestion problem from the freeway to these routes, which often are local streets.; This study investigates the impact of diverted freeway traffic on a typical local street network under different incident scenarios and to learn how to select optimal control strategies. New timing plans are developed for the arterial network using PASSER-II to optimize signals on the alternate route for both one-way and two-way progression schemes with various levels of proposed diverted freeway traffic to explicitly serve traffic diverting around a freeway incident. Evaluation of these timing plans including measurements of delay and progression bandwidth are compared for various control strategies.; Operations in the network are then simulated with above developed timing plans and various incident scenarios to investigate how these plans affect corridor performance during different types of incidents at various freeway traffic demand levels. The integrated network simulation program INTEGRATION{dollar}spcopyright{dollar} is used for this analysis. Measures of effectiveness (MOE's) including the average network speed for the entire corridor (the freeway system and the surrounding street network), the link speed for selected links and the travel time for two diversion routes on the arterial network are compared with respect to operation for each timing plan and incident scenario. The results of additional intermediates freeway traffic demand levels are examined for the most sensitive range of above design variables.; This research into mitigating congestion during freeway incidents addresses performance in an entire corridor under different freeway diversion and arterial signal coordination strategies, not just on the freeway. It also identifies relationships among traffic network characteristics, traffic control plans, and incident characteristics, thus providing important insights into optimizing the trade-off between congestion on freeways and surface streets.
机译:当高速公路上发生意料之外的拥堵时,将车辆从高速公路转移到交通不太拥堵的动脉是缓解该问题的常见解决方案。然而,在不适当修改替代路线上的交通控制的情况下转移交通只会将拥堵问题从高速公路转移到这些路线,这些路线通常是当地街道。这项研究调查了在不同的事故场景下,改道的高速公路交通对典型的当地街道网络的影响,并学习了如何选择最佳的控制策略。使用PASSER-II为动脉网络开发了新的时序计划,以针对单向和双向进阶方案优化备用路径上的信号,并建议各种级别的改道高速公路交通,以明确服务于高速公路事故周围改道的交通。比较各种控制策略对这些时序计划的评估,包括对延迟和进度带宽的测量。然后,使用上面制定的时间计划和各种事件场景模拟网络中的操作,以调查这些计划如何在各种高速公路交通需求水平下的不同类型事件中影响走廊性能。集成网络仿真程序INTEGRATION {dollar} spcopyright {dollar}用于此分析。比较了有效措施(MOE),包括整个走廊的平均网络速度(高速公路系统和周围的街道网络),选定链路的链路速度以及动脉网络上两条改道的行进时间与运营的关系对于每个时间计划和事件场景。在上述设计变量的最敏感范围内,检查了其他中间高速公路交通需求水平的结果。这项减轻高速公路事故期间交通拥堵的研究解决了整个走廊在不同高速公路改道和动脉信号协调策略下的性能,而不仅仅是在高速公路上。它还可以识别交通网络特征,交通控制计划和事件特征之间的关系,从而为优化高速公路和地面街道的拥堵之间的折衷提供重要见解。

著录项

  • 作者

    Chen, Shyuan-Ren.;

  • 作者单位

    The University of Connecticut.;

  • 授予单位 The University of Connecticut.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1997
  • 页码 160 p.
  • 总页数 160
  • 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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