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Development of a performance prediction algorithm for evaluation of a traffic adaptive signal system for isolated high-speed intersections.

机译:开发一种性能预测算法,用于评估孤立的高速路口的交通自适应信号系统。

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摘要

Drivers approaching isolated, high-speed intersections must make a decision to either proceed through the intersection or to stop when the phase changes from green to yellow. Each driver decides to proceed or stop based on his or her perception of the intersection. Differences in driver perception create an area called the dilemma zone, where the driver population demonstrates the greatest variation in decisions to proceed or stop. There are collision risks associated with either decision, so it is undesirable for vehicles to be in the dilemma zone at yellow onset.; Typically, some type of detection is placed in the dilemma zone so that the green phase is extended while a vehicle occupies the dilemma zone. This detection reduces collision risks, but it often results in longer green phases. A green phase that extends long enough can reach its maximum allowable time (max out) and end immediately even if vehicles are in the dilemma zone, creating the situation it was meant to protect.; A new type of dilemma zone protection system, the Detection-Control System (D-CS), was recently developed to reduce both collision risks and delay related to dilemma zone protection. D-CS has been tested in the laboratory and in the field. However, the scale of the testing was limited, and existing traffic signal models proved inadequate to describe D-CS' operations.; This dissertation develops a new performance prediction algorithm that provides output about D-CS performance. The performance algorithm determines the probability of reaching each possible end state within D-CS, the green phase duration for each end state, and the expected green phase duration covering all possible end states. The performance algorithm also provides the number of vehicles in the dilemma zone at yellow onset.; A simulation model is used to calibrate the performance algorithm to real-world conditions, and the calibrated performance algorithm is compared to field operation of D-CS. An investigation of the performance algorithm's predictions allows recommendations to be made for placing the D-CS detector traps, the protection zone width, maximum green, and the length of Stage 1 to help preserve both safety and operational efficiency at future D-CS controlled intersections.
机译:驶向孤立的高速路口的驾驶员必须做出决定,要么继续通过路口,要么在相位从绿色变为黄色时停止行驶。每个驾驶员都基于他或她对交叉路口的感知来决定继续前进或停车。驾驶员感知上的差异创建了一个称为两难区的区域,该区域的驾驶员在决定前进或停止时表现出最大的差异。任一个决策都有碰撞风险,因此,车辆起步时处于两难境地是不可取的。通常,将某种类型的检测放置在难题区域中,以便在车辆占据难题区域的同时扩展绿相。这种检测降低了碰撞风险,但通常会导致更长的绿相。延伸足够长时间的绿色阶段可以达到其最大允许时间(最大输出)并立即终止,即使车辆处于两难境地也是如此,这本来是要保护的。最近开发了一种新型的困境区保护系统,即检测控制系统(D-CS),以减少碰撞风险和与困境区保护相关的延迟。 D-CS已在实验室和现场进行了测试。然而,测试的规模是有限的,现有的交通信号模型被证明不足以描述D-CS的操作。本文开发了一种新的性能预测算法,该算法提供了有关D-CS性能的输出。性能算法确定到达D-CS内每个可能的最终状态的概率,每个最终状态的绿色阶段持续时间以及涵盖所有可能的最终状态的预期绿色阶段持续时间。该性能算法还提供了黄色发作时处于困境区域的车辆数量。使用仿真模型将性能算法校准为现实条件,并将校准后的性能算法与D-CS的现场操作进行比较。通过对性能算法的预测进行研究,可以提出有关放置D-CS检测器陷阱,保护区宽度,最大绿色和第1阶段长度的建议,以帮助在未来D-CS控制的交叉路口保持安全性和运营效率。

著录项

  • 作者

    Zimmerman, Karl Howard.;

  • 作者单位

    Texas A&M University.;

  • 授予单位 Texas A&M University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 p.3957
  • 总页数 277
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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