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Operational effects of U-turns as alternatives to direct left turns from driveways.

机译:U形转弯的操作效果可作为从车道直接左转的替代方法。

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摘要

Recently, many state and local transportation agencies have begun considering using U-turns as alternatives to direct left turns through installing nontraversable medians on multilane highways. Some of the concerns are that this proposed change may transfer operational problems to the downstream median opening and increase delay or travel time of vehicles from driveways. However, the impact of this treatment on roadway operations is not clear. Past studies that have attributed operations gains to this treatment have not focused on the specific situation at the isolated intersection or at the median opening where U-turns occur. A comprehensive study of operational impacts of this treatment would be beneficial, both in setting design policy and in project-level design.; Full-scale field studies were conducted to obtain the data necessary to quantify operational effects of this treatment. Traffic flow data were collected at ten sites in the Tampa and Clearwater areas, Florida. About 300 hours of field data were collected, including delay, travel time, traffic volume, speed, traffic control, and geometric data. An operational effects database was developed to perform a statistical analysis.; In this study, delay models of Direct Left Turn (DLT) and Right Turn plus U-turn (RTUT) were developed as a function of major and minor-road traffic flow rates. Analysis indicates that the average running time of RTUT in the weaving section has a linear relationship with the length of the weaving segment. This was incorporated into a travel time model that was used to compare the average travel time for the two movements. The curves developed based on delay and travel time models present a good picture of the operational impacts of the two types of movement.; Speed analysis indicates that the reduction in major-road through-traffic speed due to both movements was, on average, very small. Moreover, a ratio model of RTUT was developed to estimate how many drivers would like to make a RTUT rather than a DLT. Additionally, a before-and-after analysis shows the weighted average total delay at the full median opening was 15%–22% longer than that at the directional median opening. Finally, the operations models were used to develop guidelines for selecting a median treatment.
机译:最近,许多州和地方运输机构已经开始考虑使用掉头掉头作为在多车道高速公路上安装不可穿越的中间线来引导左转弯的替代方法。一些担心是,此提议的更改可能会将操作问题转移到下游中间开口处,并增加车辆从车道驶入的延迟或行驶时间。但是,这种处理对巷道作业的影响尚不清楚。过去将作业收益归因于这种处理的研究并未集中在孤立的十字路口或发生掉头的中间开口处的具体情况。对这种处理方法的操作影响进行全面研究,将对制定设计政策和项目级设计都有益。进行了全面的现场研究,以获取量化该治疗的手术效果所需的数据。在佛罗里达州坦帕和克利尔沃特地区的十个地点收集了交通流量数据。收集了大约300个小时的现场数据,包括延迟,旅行时间,交通量,速度,交通控制和几何数据。开发了作战效果数据库以进行统计分析。在这项研究中,根据主要和次要道路交通流量,开发了直接左转弯(DLT)和右转弯加U形转弯(RTUT)的延迟模型。分析表明,RTUT在织造段的平均运行时间与织造段的长度成线性关系。这被合并到旅行时间模型中,该模型用于比较两个机芯的平均旅行时间。根据延迟和旅行时间模型开发的曲线很好地展示了两种运动的操作影响。速度分析表明,由于这两种运动,主干道路通行速度的降低平均很小。此外,开发了RTUT的比例模型来估计有多少驾驶员想要制作RTUT而不是DLT。此外,前后分析显示,在中位全开时的加权平均总延迟时间比定向中位开门的平均延迟长15%至22%。最后,操作模型用于制定选择中位治疗的指南。

著录项

  • 作者

    Zhou, Huaguo.;

  • 作者单位

    University of South Florida.;

  • 授予单位 University of South Florida.;
  • 学科 Engineering Civil.; Operations Research.
  • 学位 Ph.D.
  • 年度 2001
  • 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;运筹学;
  • 关键词

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