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Modeling Wave Overtopping on a Seawall with XBeach, IH2VOF, and Mase Formulas
dc.contributor.author | Oliveira, João Nuno | |
dc.contributor.author | Clavero Gilabert, María | |
dc.date.accessioned | 2020-11-12T12:09:49Z | |
dc.date.available | 2020-11-12T12:09:49Z | |
dc.date.issued | 2020 | |
dc.identifier.citation | Oliveira, João N.C.; Oliveira, Filipa S.B.F.; Neves, Maria G.; Clavero, María; Trigo-Teixeira, António A. 2020. "Modeling Wave Overtopping on a Seawall with XBeach, IH2VOF, and Mase Formulas." Water 12, no. 9: 2526. [doi: 10.3390/w12092526] | es_ES |
dc.identifier.uri | http://hdl.handle.net/10481/64229 | |
dc.description.abstract | The advances in computational fluid dynamics have made numerical modeling a reliable complementary tool to the traditional physical modeling in the study of the wave overtopping phenomenon. This paper addresses overtopping on a seawall by combining the numerical models XBeach (non-hydrostatic and Surfbeat modes) and IH2VOF, and the Mase formulas. This work is structured in two phases: (i) phase I assesses the performance of numerical models and formulas in modeling wave run-up and overtopping on a seawall for a solid profile bottom and representative hydro-morphologic conditions of a study site in the Portuguese west coast; (ii) phase II investigates the effect of the profile bottom variation in the overtopping phenomenon for extreme maritime storm field conditions of the study site, considering a solid bottom and a varying sandy bottom. The results indicate that XBeach underestimates the wave energy, and the frequency and intensity of the overtopping occurrences predicted by IH2VOF; the numerical models’ run-up and overtopping discharge predictions are overestimated by the Mase formulas, in simplified and in storm field conditions; and the variation of the bottom morphology throughout the storm event greatly influences the XBeach predictions, while the Mase results are mostly influenced by the bottom roughness. | es_ES |
dc.description.sponsorship | project CYTED 2017-PROTOCOL | es_ES |
dc.description.sponsorship | Portuguese Foundation for Science and Technology PD/BD/128508/2017 | es_ES |
dc.description.sponsorship | PCI2019-103565-SUSME | es_ES |
dc.description.sponsorship | PID2019-107509GB-I00-ROMPEOLAS | es_ES |
dc.language.iso | eng | es_ES |
dc.publisher | MDPI | es_ES |
dc.rights | Atribución 3.0 España | * |
dc.rights.uri | http://creativecommons.org/licenses/by/3.0/es/ | * |
dc.subject | Wave overtopping | es_ES |
dc.subject | Wave run-up | es_ES |
dc.subject | Numerical modeling | es_ES |
dc.subject | Modelo XBeach | es_ES |
dc.subject | IH2VOF | es_ES |
dc.subject | Mase formulas | es_ES |
dc.subject | Coastal processes | es_ES |
dc.subject | Beach morphodynamics | es_ES |
dc.subject | Hydrodynamic modeling | es_ES |
dc.title | Modeling Wave Overtopping on a Seawall with XBeach, IH2VOF, and Mase Formulas | es_ES |
dc.type | journal article | es_ES |
dc.rights.accessRights | open access | es_ES |
dc.identifier.doi | 10.3390/w12092526 |