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Numerical Comparison Between Traffic Flow Models with and Without Adaptation Behavior

In: Traffic and Granular Flow '17

Author

Listed:
  • Alma Rosa Méndez

    (Universidad Autónoma Metropolitana, Departamento de Matemáticas Aplicadas y Sistemas)

  • Rosa María Velasco

    (Universidad Autónoma Metropolitana, Departamento de Física)

  • Wilson Marques Jr.

    (Universidade Federal do Paraná, Departamento de Física)

Abstract

When over-acceleration and adaptation effects are present in traffic situations which involve a mixture of vehicle classes, microscopic effects translate in the appearance of interesting traffic patterns, including the synchronized flow phase. The establishment of this situation has been studied in the literature. The aim of the present work is to compare numerically two different kinetic based models for a two-class system of aggressive drivers. Model I considers the adaptation effect whereas Model II does not allow its presence. As far as a numerical comparison concerns, it is only in Model I where traffic breakdown appears.

Suggested Citation

  • Alma Rosa Méndez & Rosa María Velasco & Wilson Marques Jr., 2019. "Numerical Comparison Between Traffic Flow Models with and Without Adaptation Behavior," Springer Books, in: Samer H. Hamdar (ed.), Traffic and Granular Flow '17, pages 125-130, Springer.
    • Handle: RePEc:spr:sprchp:978-3-030-11440-4_15
    DOI: 10.1007/978-3-030-11440-4_15
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