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A corridor-based methodology for the design of open access high occupancy toll lane facilities.

机译:基于走廊的方法,用于设计开放式高占用率收费通道设施。

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摘要

Open access High Occupancy Toll (HOT) lane facilities allow vehicles to move freely into and out of the managed lane at any point along a corridor, permitting significant mobility from entrance and exit ramps. However, a potential safety concern exists when the mainline and HOT lanes are behaving differently. In certain circumstances, the general purpose lane adjacent to the HOT may be broken down while the HOT itself continues to operate at high speed (due to its managed nature). Vehicles seeking to enter the HOT must negotiate a potentially large (35 mile per hour or more) speed differential. As those vehicles enter the HOT, they must select a sufficiently large gap and accelerate to speed. Subsequent vehicles in the HOT may have to decelerate in order to avoid a collision, forming a shockwave in the HOT lane. This methodology models the formation of those shockwaves for varying conditions on the HOT and adjacent general purpose lane. Realistic traffic streams are reproduced for the HOT using measured parameters for headway and platoon formation and vehicles from the general purpose lane are introduced at varying low speeds. By iterating through this procedure many times, the distribution of shockwave lengths for any given conditions can be produced. The target conditions for modeling include 15 to 42 vehicles per mile on the HOT lane with vehicles being introduced with speeds between 10 and 45 miles per hour. These ranges were selected to cover conditions where the HOT has not broken down to a congested state while the general purpose lanes have. Analyzing historical data for a corridor allows the shockwave length distributions to be combined into comprehensive considerations of shockwave distributions for any given location within a corridor. Each of these comprehensive shockwave distributions represents the overall behavior of the location over time. These can then be used to assess the safety of the corridor and provide guidance on regions within an HOT corridor which may require lane-changing prohibitions to improve safety.
机译:开放式高占用率(HOT)车道设施使车辆可以在走廊的任何位置自由进出管理车道,从而可以从入口和出口坡道大量移动。但是,当干线和HOT通道的行为不同时,存在潜在的安全隐患。在某些情况下,当HOT本身继续以高速度运行时(由于其可管理的特性),与HOT相邻的通用车道可能会被破坏。试图进入HOT的车辆必须协商可能较大的速度差异(每小时35英里或更多)。这些车辆进入HOT时,必须选择足够大的间隙并加速行驶。 HOT中的后续车辆可能必须减速以避免碰撞,从而在HOT车道中形成冲击波。这种方法对HOT和相邻通用通道上不同条件下的那些冲击波的形成进行建模。使用测得的车距和排形成参数,为HOT复制真实的交通流,并以不同的低速引入来自通用车道的车辆。通过多次重复此过程,可以生成任意给定条件下的冲击波长度分布。建模的目标条件包括HOT车道上每英里15到42辆车,而引入的车速为每小时10到45英里。选择这些范围以覆盖HOT尚未分解为拥挤状态而通用通道已分解为拥挤状态的条件。分析走廊的历史数据可以将冲击波的长度分布合并到走廊内任何给定位置的冲击波分布的综合考虑中。这些全面的冲击波分布中的每一个都代表该位置随时间的总体行为。然后,这些可用于评估走廊的安全性,并为HOT走廊内的区域提供指导,这些区域可能需要禁止变道以提高安全性。

著录项

  • 作者

    Zitzow-Childs, Stephen B.;

  • 作者单位

    University of Minnesota.;

  • 授予单位 University of Minnesota.;
  • 学科 Civil engineering.
  • 学位 M.S.
  • 年度 2017
  • 页码 105 p.
  • 总页数 105
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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