Real-time Queue Length Estimation Applying Shockwave Theory at Urban Signalized Intersections

Authors

  • Márton Tamás Horváth
    Affiliation

    Department of Control for Transportation and Vehicle Systems, Faculty of Transportation Engineering and Vehicle Engineering, Budapest University of Technology and Economics, H-1111 Budapest, 3 Műegyetem rakpart, Hungary

  • Tamás Tettamanti
    Affiliation

    Department of Control for Transportation and Vehicle Systems, Faculty of Transportation Engineering and Vehicle Engineering, Budapest University of Technology and Economics, H-1111 Budapest, 3 Műegyetem rakpart, Hungary

https://doi.org/10.3311/PPci.17022

Abstract

Signal control is a basic need for urban traffic control; however, it is a very rough intervention in the free flow of traffic, which often results in queues in front of signal heads. The general goal is to reduce the delays caused, and to plan efficient traffic management on the network. For this, the exact knowledge of queue lengths on links is one of crucial importance. This article presents a link-based methodology for real-time queue length estimation in urban signalized road networks. The model uses a Kalman Filter-based recursive method and estimates the length of the queue in every cycle. The input of the filter, i.e. the dynamics of queue length is described by the traffic shockwave theory and the store and forward model. The method requires one loop-detector per link placed at the appropriate position, for which the article also provides suggestions.

Keywords:

urban traffic, queue length, shockwave, Kalman Filter

Published Online

2021-11-02

How to Cite

Horváth, M. T., Tettamanti, T. “Real-time Queue Length Estimation Applying Shockwave Theory at Urban Signalized Intersections”, Periodica Polytechnica Civil Engineering, 65(4), pp. 1153–1161, 2021. https://doi.org/10.3311/PPci.17022

Issue

Section

Research Article