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Palabras clave – provistas por la editorial

beach morphology; beach nourishment performance; sustainable development; General Shoreline beach model; United Arab Emirates; Saadiyat Island; breakwater; extreme learning machine; stability assessment; machine learning; column-stabilized fish cage; horizontal wave force; least squares method; hydrodynamic coefficient; vertical breakwater; reliability analysis; overall stability; sliding failure; overturning failure; bearing capacity analysis; breakwater’s foundation failure; rubble-mound; zero-freeboard; porous-media; immersed-boundary; level-set; Smagorinsky subgrid scale model; wave reflection; wave transmission; wave overtopping; wave setup; Nowshahr port; field measurements; numerical simulation; wave; current; sediment transport; rubble mound breakwaters; historical review; damage measurement; damage characterization; damage; damage model; damage progression; input reduction; wave schematization; pick-up rate; MIKE21 CM FM; long-term morphological modelling; numerical model; OpenFOAM; scour; vertical breakwaters; mortar-grouted riprap revetment; full-scale hydraulic tests; design of revetments; Balearic Islands; Boumerdès; current speed; harbor; tsunami; model uncertainty; reliability; pile settlement; piles in granular soil; base resistance; skin friction; t-z curves; climate change; coastal flooding; coastal structures; numerical modelling; Boussinesq equations; n/a