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Two-dimensional wave overtopping calculation over a dike in shallow foreshore by swash
Suzuki, T.; Altomare, C.; Verwaest, T.; Trouw, K.; Zijlema, M. (2014). Two-dimensional wave overtopping calculation over a dike in shallow foreshore by swash, in: Lynett, P. (Ed.) Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. Coastal Engineering Proceedings, 34: pp. [1-12]
In: Lynett, P. (Ed.) (2014). Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. Coastal Engineering Proceedings, 34. Coastal Engineering Research Council: [s.l.]. ISBN 978-0-9896611-2-6. , meer
In: Coastal Engineering Proceedings. American Society of Civil Engineers (ASCE): New York. ISSN 2156-1028, meer

Beschikbaar in  Auteurs 
Documenttype: Congresbijdrage

Trefwoord
    Golfoverslag
Author keywords
    SWASH model; Directional spreading; Shallow foreshores; Free long waves

Auteurs  Top 
  • Trouw, K., meer
  • Zijlema, M.

Abstract
    In this paper, a numerical wave-flow model SWASH, based on non-linear shallow water equation with nonhydrostatic pressure, is applied to the estimation of wave overtopping over a dike in shallow foreshores. First sensitivity analysis is conducted to see the influence of wave generation, grid size, time window and bottom friction by one-dimensional calculations. After that the SWASH model is validated by comparing results from field measurements in Petten dike in the Netherlands. Due to the stability of the computation, the desired calculation could not be achieved, but an alternative way to calculate wave overtopping including two-dimensional effects is proposed.

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