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 ...