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Numerical investigation of tsunami bore effects on structures, part II: effects of bed condition on loading onto circular structures

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  • Nora Asadollahi

    (University of Ottawa)

  • Ioan Nistor

    (University of Ottawa)

  • Abdolmajid Mohammadian

    (University of Ottawa)

Abstract

In this paper, a multiphase three-dimensional numerical reproduction of a large-scale laboratory experiment of tsunami-like bore interaction with a surface-piercing circular column is presented. The numerical simulation is conducted using OpenFOAM. A dam-break mechanism is implemented in order to generate tsunami-like bores. The numerical model is validated using the results of experiments performed at the Canadian Hydraulics Center of the National Research Council in Ottawa, Canada. Unsteady Reynolds-Averaged Navier–Stokes equations are used in order to treat the turbulence effects. The Shear Stress Transport k–ω turbulence model showed a high level of accuracy in replicating the bore–structure interactions. A scaled-up domain is used to investigate the influence of bed condition in terms of various downstream depths and roughnesses. Finally, a broad investigation on bore propagation characteristics is performed. The stream-wise forces exerted on the structural column as well as the bore velocity are compared and analyzed for smooth, rough, dry and wet beds with varying depths.

Suggested Citation

  • Nora Asadollahi & Ioan Nistor & Abdolmajid Mohammadian, 2019. "Numerical investigation of tsunami bore effects on structures, part II: effects of bed condition on loading onto circular structures," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 96(1), pages 331-351, March.
  • Handle: RePEc:spr:nathaz:v:96:y:2019:i:1:d:10.1007_s11069-018-3544-0
    DOI: 10.1007/s11069-018-3544-0
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    References listed on IDEAS

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    1. Steven Douglas & Ioan Nistor, 2015. "On the effect of bed condition on the development of tsunami-induced loading on structures using OpenFOAM," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 76(2), pages 1335-1356, March.
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