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Freeway Traffic Parameter and State Estimation with Eulerian and Lagrangian Data.

机译:使用欧拉和拉格朗日数据的高速公路交通参数和状态估计。

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摘要

The purpose of this study is to develop a traffic estimation framework which combines different data sources to better reconstruct the traffic states on the freeways. The framework combines both traffic parameter and state estimation in the same work flow, which resolves the inconsistency issue of most existing traffic state estimation methods.;To examine the quality of the traffic sensor data, the study starts with proposing the network sensor health problem (NSHP). The optimal set of sensors is selected from all sensors such that the violation of flow conservation is minimized. The health index for individual detector is then calculated based on the solutions. We also developed a tailored greedy search algorithm to find the solutions effectively. The proposed method is tested using the loop detector data from PeMS on a stretch of the SR-91 freeway. We compared the results with PeMS health status and found considerable level of consistency.;Two different traffic state estimation methods are proposed based on the data availability and traffic states. The LoopReid method is derived from the Newell's simplified kinematic wave model by assuming the whole road segment is fully congested. We formulate a least square optimization problem to find the initial states and traffic parameters based on the first-in-first-out principle and the congested part of the Newell's model. While developing the LoopCT method, we derived a counterpart of the Newell's kinematic wave model in the Lagrangian coordinates under Eulerian boundary conditions. This model also leads to a new method to estimate vehicle trajectories within a road segment. We formulate a least square optimization problem in initial states and traffic parameters which works for mixed traffic states. The two estimation methods turned out to be highly related and the LoopCT method degenerates to the LoopReid method when the traffic is fully congested. The two methods are validated using two datasets from the NGSIM project. Both methods achieved considerable level of accuracy at reconstructing the traffic states and parameters.
机译:这项研究的目的是开发一种交通量估算框架,该框架结合了不同的数据源,可以更好地重建高速公路上的交通状况。该框架在相同的工作流程中将流量参数和状态估计结合在一起,从而解决了大多数现有流量状态估计方法的不一致问题;为了检查流量传感器数据的质量,研究从提出网络传感器健康问题开始( NSHP)。从所有传感器中选择最佳的传感器组,以使对流量守恒的违反最小化。然后根据解决方案计算单个检测器的健康指数。我们还开发了量身定制的贪婪搜索算法,以有效地找到解决方案。在一段SR-91高速公路上,使用来自PeMS的环路检测器数据对提出的方法进行了测试。我们将结果与PeMS健康状况进行了比较,发现了相当程度的一致性。基于数据可用性和交通状况,提出了两种不同的交通状况估算方法。 LoopReid方法是从Newell的简化运动波模型得出的,假设整个路段都完全拥堵。我们基于先进先出原理和纽厄尔模型的拥塞部分,制定了最小二乘优化问题,以找到初始状态和交通参数。在开发LoopCT方法时,我们在欧拉边界条件下在Lagrangian坐标中推导了Newell运动波模型的对应物。该模型还导致了一种新方法来估算路段内的车辆轨迹。我们在初始状态和交通参数中制定了最小二乘优化问题,该问题适用于混合交通状态。事实证明这两种估计方法密切相关,当流量完全拥塞时,LoopCT方法会退化为LoopReid方法。使用NGSIM项目中的两个数据集验证了这两种方法。两种方法在重构交通状态和参数时都达到了相当高的准确性。

著录项

  • 作者

    Sun, Zhe.;

  • 作者单位

    University of California, Irvine.;

  • 授予单位 University of California, Irvine.;
  • 学科 Transportation.;Civil engineering.
  • 学位 Ph.D.
  • 年度 2016
  • 页码 118 p.
  • 总页数 118
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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