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Estimating Queue Dynamics and Delays at Signalized Intersections from Probe Vehicle Data

机译:从探测车数据估计信号交叉口的排队动态和延误

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For signalized intersections, queue length is one of the most important performance measures. It has beena research topic for many years to estimate the average queue length of traffic signals using loop detectordata and signal timing information. This study is focused on estimating queue lengths and delays usingthe information provided by probe vehicles (time and space) in a queue at an isolated intersection for bothover-saturated and under-saturated conditions. Shock wave theory (i.e. the Lighthill-Whitham-Richardstheory) is used to estimate the evolution of the back of the queue over time and space from the event datagenerated when probe vehicles join the back of the queue. By using the probe vehicle information, ananalytical formulation was developed for determining the critical points required to create time-spacediagrams to characterize the queue dynamics. These critical points are used to estimate the queue lengthand delays. This formulation was tested on the data obtained from traffic simulation software VISSIM.Furthermore, as a performance measure, total delay for the analysis period is calculated. It has been foundthat the proposed formulation is useful in estimating the queue dynamics at signalized intersections inunder-saturated and over-saturated conditions.
机译:对于信号交叉口,队列长度是最重要的性能指标之一。它一直 多年的研究主题,以使用环路检测器估计交通信号的平均队列长度 数据和信号时序信息。这项研究的重点是使用以下方法估算队列长度和延迟 探查车辆(时间和空间)在一个孤立的十字路口的队列中提供的信息 过饱和和欠饱和条件。冲击波理论(即Lighthill-Whitham-Richards 理论)用于根据事件数据估算队列后部在时间和空间上的演变 探测车进入队列后方时生成。通过使用探查车辆信息, 分析公式的制定是为了确定创建时空所需的临界点 图以表征队列动态。这些关键点用于估计队列长度 和延误。根据从交通模拟软件VISSIM获得的数据测试了此公式。 此外,作为性能指标,计算了分析期间的总延迟。已经发现 所提出的公式可用于估计路口信号交叉口的排队动态 饱和度和饱和度不足的条件。

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