Analysis of individual wave overtopping volumes during time-varying water levels. Practical application to the Research Dike Raversijde at the Belgian coast. ; Análisis del volumen individual de rebase durante niveles de agua temporalmente variables. Aplicación práctica al dique de Raversijde (RDR) en la costa belga. ; Anàlisi del volum individual de superació durant nivells d'aigua temporalment variables. Aplicació pràctica al dic de Raversijde (RDR) a la costa belga.
[EN] The still water level (SWL) during a storm is always dynamic (storm surge). The variability of the water level can be schematized as a time-varying hydrograph of a certain duration. Typically, the individual overtopping volume distribution and probability of individual volume overtopping is a function of the ratio between the freeboard Rc (the structure crest elevation above SWL) and the significant wave height Hm0. Since the variation during a storm of the SWL changes the freeboard, the individual overtopping volume is variable. Typically, in the laboratory the wave overtopping on coasta... Mehr ...
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Dokumenttyp: | masterThesis |
Erscheinungsdatum: | 2023 |
Verlag/Hrsg.: |
Universitat Politècnica de València
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Schlagwörter: | Análisis experimental / Volumen de rebase individual / Nivel de agua variable / Marea meteorológica / Estructura marítima / Cambio climático / Experimental modelling / Individual overtopping volumes / Variable water level / Storm surge / Coastal structure / INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES / Máster Universitario en Ingeniería de Caminos / Canales y Puertos-Màster Universitari en Enginyeria de Camins / Canals i Ports |
Sprache: | Englisch |
Permalink: | https://search.fid-benelux.de/Record/base-28494243 |
Datenquelle: | BASE; Originalkatalog |
Powered By: | BASE |
Link(s) : | http://hdl.handle.net/10251/196873 |