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Investigating Impact of Sources of Non-recurrent Congestion on Freeway Facilities.

机译:调查非经常性拥堵源对高速公路设施的影响。

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摘要

Traffic congestion is a growing problem for the transportation system. From the user perspective, there is an increasing need for reliable travel time. Travel time unreliability is the direct result of the variable and often unpredictable events that occur in the transportation system. Different sources can contribute to travel time variability. Weather and environmental conditions, traffic incidents and work zones are important sources of nonrecurrent congestion. The objective of this study is to evaluate the impact of non-recurrent sources of congestion on freeway operations using a fused database approach. Multiple models are evaluated under different operating conditions and recommendations are made based on their goodness of fit to empirical data. The research indicates that inclement weather conditions reduce both freeway capacity and free-flow speed. No evidence of reduction of free flow speed due to incidents was noted. From a traffic stream modeling perspective, the modified Greenshields model provided the best estimate of the freeway traffic stream behavior in almost all the tested conditions. The study recommends estimating free flow speed by fitting the modified Greenshields model and using an empirical threshold approach to estimate freeway capacity. The research findings have been incorporated into existing freeway practice in the Highway Capacity Manual. Finally by applying the recommended traffic stream parameters to an actual freeway facility, the resulting model fit is substantially improved.
机译:交通拥堵对于运输系统来说是一个日益严重的问题。从用户的角度来看,对可靠的旅行时间的需求不断增长。行驶时间不可靠是运输系统中发生的各种可变事件(通常是不可预测事件)的直接结果。不同的来源可能会导致旅行时间变化。天气和环境条件,交通事故和工作区是非经常性交通拥堵的重要来源。这项研究的目的是使用融合数据库方法评估非经常性拥堵来源对高速公路运营的影响。在不同的操作条件下评估了多个模型,并根据其对经验数据的拟合优度提出了建议。研究表明,恶劣的天气条件会降低高速公路通行能力和自由流动速度。没有发现因事故导致自由流动速度降低的证据。从交通流建模的角度来看,修改后的Greenshields模型可以在几乎所有测试条件下提供高速公路交通流行为的最佳估计。该研究建议通过拟合改进的Greenshields模型并使用经验阈值方法来估计高速公路通行能力来估计自由流动速度。研究结果已纳入《高速公路通行能力手册》中现有的高速公路实践中。最后,通过将推荐的交通流参数应用于实际的高速公路设施,可以大大提高模型的拟合度。

著录项

  • 作者

    Sajjadi, Soheil Seyyed.;

  • 作者单位

    North Carolina State University.;

  • 授予单位 North Carolina State University.;
  • 学科 Engineering Civil.;Statistics.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 210 p.
  • 总页数 210
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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