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A problem of limited-access special lanes. Part I: Spatiotemporal studies of real freeway traffic

机译:限制进入的专用车道的问题。第一部分:实际高速公路交通时空研究

摘要

Most special-use freeway lanes in the US, whether reserved for carpools, toll-paying commuters or both, are physically separated from the adjacent regular-use lanes by some form of barrier. Vehicle movements in and out of a special lane of this type are permitted only at select access points along the route. The barrier at each select point might open for a distance of 400. m or so. Limiting access in this way is said to reduce the "turbulence" that might otherwise occur were the special lane not to have a barrier, such that vehicles could instead enter or exit that lane anywhere along its length.Yet, real freeway traffic studied in spatiotemporal fashion shows that access points are prone to become bottlenecks. The problem occurs when traffic in the regular lanes becomes dense, as commonly happens during a rush. Drivers then seek refuge in the special lane in greater numbers. Since the vehicular maneuvers through the access point are focused within a limited physical space, they can become disruptive and further degrade traffic. Degradation can occur both in the special lane and in the adjacent regular ones. The damage can be worse than when there is no barrier to limit special-lane ingress and egress.The problem is shown to be reproducible across sites and across days at each site. Policy implications are discussed. Select designs and policies to address the problem are thereafter explored in Part II of the paper using traffic simulation.
机译:美国大多数特殊用途的高速公路车道,无论是专为拼车,收费通勤者还是两者兼而有之,都通过某种形式的障碍物与相邻的常规用途车道物理隔离。只能在路线上的特定出入点允许车辆进出这种特殊车道。每个选择点的障碍物可能会打开400. m左右的距离。据说以这种方式限制出入可以减少在特殊车道没有障碍的情况下可能发生的“湍流”,从而使车辆可以沿其长度进入或离开该车道的任何位置。时装秀表明,接入点很容易成为瓶颈。当正常车道上的交通变得拥挤时,就会出现问题,这通常在高峰时段发生。然后,驾驶员在更多的特殊车道上寻求避难。由于通过接入点的车辆操纵集中在有限的物理空间内,因此它们可能会造成破坏,并进一步降低流量。在专用车道和相邻的常规车道中都可能发生降解。与没有限制特殊通道进出的障碍相比,这种损害可能更严重。事实表明,该问题在各个站点之间以及每个站点的几天内都是可重现的。讨论了政策含义。此后,在本文的第二部分中使用交通仿真来探讨解决该问题的选择设计和策略。

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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