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Real-Time Freeway Level of Service Using Inductive-Signature-Based Vehicle Reidentification System

机译:基于归纳签名的车辆重新识别系统的实时高速公路服务水平

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The Highway Capacity Manual provides a method for determining the level of service (LOS) on freeways to evaluate freeway performance. Apart from being essentially an off-line decision support tool for planning and design, it is also based on point measurements from loop detectors, which may not provide an accurate assessment of freeway section performance. In order to meet user requirements of advanced traffic management and information systems, new LOS criteria based on section measures are required for real-time freeway analysis. The main aim of this research was to demonstrate a technique for development of such LOS criteria. The study uses a new measure of effectiveness, called reidentified median section speed (RMSS), derived from analysis of inductive vehicle signatures and reidentification of vehicles traveling through a major section of freeway in the City of Irvine, CA. Two main issues regarding real-time LOS criteria were addressed. The first was how to determine the threshold values partitioning the LOS categories. To provide reliable real-time traffic information, the threshold values should be decided such that RMSSs within the same LOS category represent similar traffic conditions as much as possible. In addition, RMSSs in different LOS categories should represent dissimilar traffic conditions. The second issue concerned the aggregation interval to use for deriving LOS categories. Two clustering techniques were then employed to derive LOS categories, namely, k-means and fuzzy approaches. Wilk's Lambda analysis and LOS stability analysis were-performed to design new LOS criteria. Six LOS categories defined in terms of RMSS over a fixed 240-s interval were identified as the best solution to meet two major considerations described above. The procedures used in this study are readily transferable to other similarly equipped freeway sections for the derivation of realtime LOS.
机译:《高速公路通行能力手册》提供了一种确定高速公路服务水平(LOS)的方法,以评估高速公路的性能。除了本质上是用于规划和设计的离线决策支持工具外,它还基于环路检测器的点测量,这可能无法提供对高速公路路段性能的准确评估。为了满足高级交通管理和信息系统的用户要求,实时高速公路分析需要基于路段度量的新LOS标准。这项研究的主要目的是证明开发这种LOS标准的技术。这项研究使用了一种新的有效性衡量标准,称为重新识别中段速度(RMSS),该方法源自对感应式车辆信号的分析以及对经过加利福尼亚州尔湾市高速公路主要路段的车辆的重新识别。解决了有关实时LOS标准的两个主要问题。第一个是如何确定划分LOS类别的阈值。为了提供可靠的实时交通信息,应确定阈值,以使同一LOS类别内的RMSS尽可能代表相似的交通状况。此外,不同LOS类别中的RMSS应代表不同的交通状况。第二个问题涉及用于导出LOS类别的聚合间隔。然后,采用两种聚类技术得出LOS类别,即k均值和模糊方法。执行Wilk的Lambda分析和LOS稳定性分析以设计新的LOS标准。在固定的240-s间隔内,根据RMSS定义的六个LOS类别被认为是满足上述两个主要考虑因素的最佳解决方案。在这项研究中使用的程序可以很容易地转移到其他类似的高速公路路段,以获取实时LOS。

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