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Automatic calibration of fundamental diagram for first-order macroscopic freeway traffic models

机译:一阶宏观高速公路交通模型基本图的自动校准

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摘要

Despite its importance in macroscopic traffic flow modeling, comprehensive method for the calibration of fundamental diagram is very limited. Conventional empirical methods adopt a steady state analysis of the aggregate traffic data collected from measurement devices installed on a particular site without considering the traffic dynamics, which renders the simulation may not be adaptive to the variability of data. Nonetheless, determining the fundamental diagram for each detection site is often infeasible. To remedy these, this study presents an automatic calibration method to estimate the parameters of a fundamental diagram through a dynamic approach. Simulated flow from the cell transmission model is compared against the measured flow wherein an optimization merit is conducted to minimize the discrepancy between model-generated data and real data. The empirical results prove that the proposed automatic calibration algorithm can significantly improve the accuracy of traffic state estimation by adapting to the variability of traffic data when compared with several existing methods under both recurrent and abnormal traffic conditions. Results also highlight the robustness of the proposed algorithm. The automatic calibration algorithm provides a powerful tool for model calibration when freeways are equipped with sparse detectors, new traffic surveillance systems lack of comprehensive traffic data, or the case that lots of detectors lose their effectiveness for aging systems. Furthermore, the proposed method is useful for off-line model calibration under abnormal traffic conditions, for example, incident scenarios. Copyright (c) 2015 John Wiley & Sons, Ltd.
机译:尽管它在宏观交通流建模中很重要,但是用于基本图校准的综合方法非常有限。常规的经验方法对从安装在特定站点上的测量设备收集的总交通数据进行稳态分析,而不考虑交通动态,这使得模拟可能无法适应数据的可变性。但是,确定每个检测位点的基本图通常是不可行的。为了解决这些问题,本研究提出了一种自动校准方法,可以通过动态方法估算基本图的参数。将来自信元传输模型的模拟流量与测得流量进行比较,在此过程中,将进行优化以最小化模型生成的数据与实际数据之间的差异。实验结果表明,与现有的几种在经常性和异常交通状况下的方法相比,该自动校正算法通过适应交通数据的可变性,可以显着提高交通状态估计的准确性。结果还突出了所提出算法的鲁棒性。当高速公路配备了稀疏检测器,新的交通监控系统缺乏全面的交通数据或当许多检测器对老化的系统失去作用时,自动校准算法为模型校准提供了强大的工具。此外,所提出的方法对于异常交通状况(例如,事故场景)下的离线模型校准是有用的。版权所有(c)2015 John Wiley&Sons,Ltd.

著录项

  • 来源
    《Journal of Advanced Transportation》 |2016年第3期|363-385|共23页
  • 作者单位

    Sun Yat Sen Univ, Sch Engn, Guangzhou 510275, Guangdong, Peoples R China|Guangdong Prov Key Lab Intelligent Transportat Sy, Guangzhou, Guangdong, Peoples R China;

    Guangdong Prov Key Lab Intelligent Transportat Sy, Guangzhou, Guangdong, Peoples R China|Guangzhou Publ Transport Data Management Ctr, Guangzhou, Guangdong, Peoples R China;

    UCL, Dept Civil Environm & Geomat Engn, London, England;

    Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China;

    Sun Yat Sen Univ, Sch Informat Sci & Technol, Dept Automat Control, Guangzhou 510275, Guangdong, Peoples R China;

    Sun Yat Sen Univ, Sch Engn, Guangzhou 510275, Guangdong, Peoples R China|Guangdong Prov Key Lab Intelligent Transportat Sy, Guangzhou, Guangdong, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    the cell transmission model (CTM); fundamental diagram; calibration and validation; nonlinear programming; least square (LS); sequential quadratic programming;

    机译:信元传输模型(CTM);基本图;校准和验证;非线性规划;最小二乘(LS);顺序二次规划;

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