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CORSIM-based simulation approach to evaluation of direct left turn vs. right turn plus U-turn from driveways.

机译:基于CORSIM的仿真方法,用于评估车道的左转弯与右转弯以及U形转弯。

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摘要

Right turn plus U-turn at the median as an alternative of direct left turn has been considered an important issue in access management treatment. The motivation behind using this strategy comes from the consideration of safety as well as from operation performance. The objective of this study is to evaluate the operational performances of direct left turn and right turn plus U-turn through simulation. This study attempts to figure out under what traffic conditions it is worth replacing direct left turn into right turn plus U-turn from operational point of view. CORSIM, a combination of FRESIM and NETSIM, was selected as the analytical tool in the study due to its strong capability of road network evaluation and animation display function. The delay and travel time were used as the measures of effectiveness (MOE) in evaluating the operational performance of direct left turn (DLT) and right turn plus U-turn (RT+UT).; In order to achieve the objective of this study, field observation was conducted to collect necessary data. From simulation point of view, the purpose of collecting the field data is for the calibration of the models. For the first time, a huge amount of gap acceptance data for the turning movements were collected at the field in order to look into the operational performance of each turning movements related to DLT and RT+UT. A specifically designed computer program was developed to help collect gaps data from the field.; The site-specific simulation models for the eight locations were developed using CORSIM. Each model has been calibrated based on the field data. The comparisons between DLT and RT+UT in terms of the delay and travel time have been conducted under different levels of traffic volume. Besides, the general simulation model was also developed. This general simulation model was calibrated using the average data of these locations.; The regression models of delay and travel time for DLT and RT+UT were developed to quantify the relationship between the delay (travel time) and the explanatory variables. In addition, the before and after analysis based on the simulation data was conducted to compare the system delay and system travel time under the given conditions.
机译:在访问管理处理中,向右转加上中间的掉头作为直接向左转的替代方法已被视为重要问题。使用此策略的动机来自对安全性以及运营绩效的考虑。这项研究的目的是通过模拟评估直接左转和右转加U形转弯的操作性能。这项研究试图从操作的角度出发,在什么交通状况下,有必要将左转弯改为右转加掉头。 CORSIM是FRESIM和NETSIM的组合,由于其强大的路网评估和动画显示功能,因此被选择为研究的分析工具。延误和行驶时间用作评估直接左转弯(DLT)和右转弯加U形转弯(RT + UT)的运行性能的有效性(MOE)的量度。为了达到本研究的目的,进行了现场观察以收集必要的数据。从仿真的角度来看,收集现场数据的目的是为了校准模型。首次在现场收集了大量的转弯运动间隙接受数据,以便研究与DLT和RT + UT相关的每个转弯运动的操作性能。开发了专门设计的计算机程序,以帮助从现场收集差距数据。使用CORSIM开发了八个地点的特定于站点的仿真模型。每个模型都已根据现场数据进行了校准。 DLT和RT + UT在延迟和行驶时间方面的比较是在不同流量水平下进行的。此外,还开发了通用仿真模型。使用这些位置的平均数据对这个通用的仿真模型进行了校准。建立了DLT和RT + UT的时延和旅行时间的回归模型,以量化时延(旅行时间)与解释变量之间的关系。另外,基于仿真数据进行了前后分析,以比较给定条件下的系统延迟和系统运行时间。

著录项

  • 作者

    Yang, Xiao Kuan.;

  • 作者单位

    University of South Florida.;

  • 授予单位 University of South Florida.;
  • 学科 Engineering Civil.; Operations Research.; Urban and Regional Planning.
  • 学位 Ph.D.
  • 年度 2001
  • 页码 173 p.
  • 总页数 173
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;运筹学;区域规划、城乡规划;
  • 关键词

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