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Pedestrian Flow Through Complex Infrastructure, Experiments, and Mass-Transport Processes

In: Traffic and Granular Flow '17

Author

Listed:
  • Pavel Hrabák

    (Czech Technical University in Prague, Faculty of Information Technology)

  • Marek Bukáček

    (Czech Technical University in Prague, Faculty of Information Technology)

  • Peter M. Kielar

    (Technische Universität München)

  • André Borrmann

    (Technische Universität München)

Abstract

Simple mass-transport model is used to describe the phenomenon of decreasing bottleneck flow during egress of pedestrians through complex infrastructure. The considered mass-transport model combines the macroscopic hydrodynamics approach with concept of queuing processes (thus belongs to the class of hand-calculation models). The realization of such process can be described by means of temporal evolution of the flow through individual bottlenecks and number of pedestrians in front of given bottleneck. These two state variables are used to compare the model prediction with experimental data from two original experiments. The commonly used approach of constant width-related bottleneck capacity cannot capture the observed decrease of flow caused by the loss of motivation while the room is getting empty. Therefore, the dynamical part of the bottleneck capacity derived from the slope of the temporal evolution of the crowd size has been introduced, in order to capture the phenomenon.

Suggested Citation

  • Pavel Hrabák & Marek Bukáček & Peter M. Kielar & André Borrmann, 2019. "Pedestrian Flow Through Complex Infrastructure, Experiments, and Mass-Transport Processes," Springer Books, in: Samer H. Hamdar (ed.), Traffic and Granular Flow '17, pages 159-166, Springer.
  • Handle: RePEc:spr:sprchp:978-3-030-11440-4_19
    DOI: 10.1007/978-3-030-11440-4_19
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