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A problem of limited-access special lanes. Part II: Exploring remedies via simulation

机译:限制进入的专用车道的问题。第二部分:通过模拟探索补救措施

摘要

Spatiotemporal analyses of freeway sites in Part I have shown that special-lane access points are prone to become bottlenecks. These can degrade traffic flows, sometimes in all lanes. Part II explores select impacts of re-designing the means of entering and exiting a special lane, and of altering the policy governing its use. Parametric tests were conducted using a computer simulation model that was calibrated to one of the sites studied in Part I; one with a buffer-separated carpool lane. Though less reliable than what might have been observed via experiments in real settings, the simulated findings seem to offer useful insights nonetheless.The findings indicate that traffic conditions would improve at the site by elongating the carpool lane's buffer opening beyond its present length of 400. m. Yet, only modest improvements were predicted, even when the opening was elongated to 1000. m or more. Greater benefits were predicted from disentangling the movements made into and out of the carpool lane. This was achieved by placing first a buffer opening to serve only ingress, followed by another immediately downstream to serve egress. The benefits of this treatment were again limited, even when each tandem opening was elongated to a length of 700. m. Fully removing the buffer that physically separates the carpool lane from the regular ones was predicted to bring the greatest improvements to traffic. Also examined was pending legislation that would leave the carpool-lane buffer in place, while limiting the times of day when the lane is reserved for special use. Simulations predict that this legislation would degrade travel conditions below those that presently occur at the site. The extent of this predicted degradation varied, depending upon the time of day when the lane-use restriction went into effect.
机译:第一部分中对高速公路站点的时空分析表明,专用车道入口点很容易成为瓶颈。这些可能会降低流量,有时会降低所有车道的流量。第二部分探讨了重新设计进入和退出一条专用车道的方式以及更改其使用政策的选择影响。使用计算机仿真模型进行参数测试,该模型已针对第一部分中研究的站点之一进行了校准;一个带有缓冲区分隔的拼车车道。模拟结果虽然不如在真实环境中通过实验观察到的结果可靠,但似乎仍能提供有用的见解。研究结果表明,通过将拼车车道的缓冲区延长至当前长度400以上,交通状况将得到改善。米但是,即使将开口拉长到1000.m或更大,也只能预测到适度的改善。预计将拼车进出拼车车道会带来更大的收益。这是通过首先放置一个仅用于入口的缓冲区开口,然后再放置一个紧邻下游以服务出口的缓冲区来实现的。即使将每个串联开口拉长到700.m的长度,这种处理的好处也再次受到限制。据预测,完全删除将拼车车道与常规车道分开的缓冲区将为交通带来最大的改善。还研究了有待批准的法规,该法规将拼车车道缓冲区留在原地,同时限制了保留专用车道的时间。模拟预测,该法规将使出行条件降低到目前现场发生的条件之下。预测的退化程度取决于车道使用限制生效的时间。

著录项

  • 作者

    Cassidy MJ; Kim K; Ni W; Gu W;

  • 作者单位
  • 年度 2015
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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