The state-of-the-art formulas for mean wave overtopping (q) assessment typically require conditions at the toe of structure as input. However, structures built either on land or in very shallow water, obtaining accurate estimates height and period often proves difficult requires use physical modeling high-resolution numerical models. Here, we follow Goda's method to establish an prediction meth...

Impulse waves feature tsunami-like characteristics and are generated by very rapid mass wasting, including landslides avalanches, into water bodies. In engineered reservoirs, these may run up overtop the dam, thereby exerting hydrostatic dynamic forces on its structure. For this work, solitary were applied as a proxy for impulse acting vertical structures during wave run-up overtopping investig...

In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coastal structures are modified improved with respect the influence of roughness crest width. Data from recently made model tests data combined demonstrate need for modifying these formulations in EurOtop. A new reduction factor γcw width is established an improvement method by Besley. The slope normal...

Wave overtopping rate is one of the most important design parameters for coastal structures. In this study, physical model tests measuring wave have been conducted with foreshore slope in front seawall. The bottom seabed road area was fabricated at flume two areas East sea areas. measured various water depths and conditions each area. particular, impulsive were compared previous research simila...