• DocumentCode
    231440
  • Title

    Towards automatic model calibration of first-order traffic flow model

  • Author

    Renxin Zhong ; Changjia Chen ; Fangfang Yuan ; Chow, Andy H. F. ; Tianlu Pan ; Zhaocheng He

  • Author_Institution
    Res. Center of Intell. Transp. Syst., Sun Yat-Sen Univ., Guangzhou, China
  • fYear
    2014
  • fDate
    28-30 July 2014
  • Firstpage
    3423
  • Lastpage
    3428
  • Abstract
    Conservation law of traffic and an explicit flow-density relationship in equilibrium, also known as the fundamental diagram, are essential in the first-order macroscopic traffic flow models. Regardless of 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 aggregated traffic data collected from measurement devices installed on a particular site to calibrate its fundamental diagram. Such kind of calibration methods do not consider the traffic dynamics, which renders the simulation may not be adaptive to the variability of measured 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. The process is conducted in an iterative manner that the fundamental diagram calibrated from last step is incorporated into the cell transmission model (CTM) to simulate its effect on traffic flow modeling. The simulated flow is compared against the measured flow wherein an optimization merit is conducted. The objective of this optimization is to minimize the discrepancy between model generated data and real data in terms of mean squared error based cost functions. The proposed method is validated by several empirical studies under both recurrent and abnormal traffic conditions. The empirical results prove that the proposed automatic calibration algorithm can significantly improve the accuracy of traffic state estimation and adapts to the variability of traffic data compared with several existing methods. 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 los- their effectiveness for ageing systems even under abnormal traffic conditions such as accidents, special events, etc.
  • Keywords
    least squares approximations; parameter estimation; quadratic programming; road traffic; state estimation; CTM; aggregated traffic data collection; automatic model calibration method; cell transmission model; comprehensive traffic data; detection site; dynamic approach; explicit flow-density relationship; first-order macroscopic traffic flow models; fundamental diagram calibration; mean squared error based cost functions; measurement devices; optimization merit; parameter estimation; sequential quadratic programming; sparse detectors; steady state analysis; traffic conservation law; traffic dynamics; traffic state estimation; traffic surveillance systems; Calibration; Data models; Detectors; Educational institutions; Load modeling; Mathematical model; Traffic control; The cell transmission model (CTM); calibration and validation; fundamental diagram; least square (LS); nonlinear programming; sequential quadratic programming;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Control Conference (CCC), 2014 33rd Chinese
  • Conference_Location
    Nanjing
  • Type

    conf

  • DOI
    10.1109/ChiCC.2014.6895506
  • Filename
    6895506