XBeach NH model for the calculation of overttoping on vertical walls. Havana Malecon
Keywords:
hydrodynamic coastal, numerical modeling, vertical wall, non HydrostaticAbstract
The research focused on modeling with XBeach, in its Non-Hydrostatic mode, the behavior of the waves during the occurrence of extreme events on the Havana boardwalk to determine the overtopping on the structure. The calibration - validation of the model was carried out for the storm conditions of Hurricane Wilma (2005) and the return period 1/50 years. The model was established and the coastal hydrodynamics of 6.25 km of the seawall was simulated for 49 hours of Hurricane Wilma corresponding to October 22 to 25, obtaining the specific and average overtopping on the wall.
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Orta P. C. (2020). Estudio del fenómeno del rebase promedio del oleaje en el malecón de La Habana durante la ocurrencia del huracán Wilma 2005 aplicando el modelo Delft 3D. Cuba, 116 pp., Trabajo de Diploma (en opción al título de Ingeniero Hidráulico), Universidad Tecnológica de La Habana “José Antonio Echeverría”. Cuba
Roelvink J.A., McCall R., Masselink G., Poate T.G., Almeida L.P., Davidson M. and Russel P.E. (2014). “Modelling storm hydrodynamics on gravel beaches with XBeach-G”. Coastal Engineering, 91 (2014) 231-250. The Netherlands.
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