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Palabras clave – provistas por la editorial

hydraulic stability; breaking wave conditions; low-crested structures; mound breakwaters; armor layer; overtopping; dikes; sea defenses; bimodal seas; swell; oblique waves; crossing seas; wave basin; mound breakwater; armor stability; Cubipod®; breaking waves; non-overtopping; horizontal foreshore; regular waves; Stepped revetment; wave impact; physical model test; rock slopes; damage characterization; damage parameters; physical model tests; linear waves; nonlinear waves; wavemaker theory; wavemaker applicability; outdoor wave basin; long-term development; vegetation development; ecosystem services; nature-based; vertical barrier; semi-submerged; wind waves; experiments; laboratory; operational system; wave forecast; wave modelling; Mediterranean Sea; monitoring program; beach management; bichromatic waves; reflection separation; bound waves; stability; erosion; sea level rise; repetition tests; berm; wave flume; length effect; aquaculture; drag; inertia; Abbott–Firestone Curve; laboratory tests; physical model experiments; scouring; shingle foreshore; sloping wall; combined field experiment and numerical modeling; overwash; wave run-up; infragravity waves; XBeach; coastal flooding; dune erosion; landslide waves; tsunamis; laboratory experiments; momentum balance; numerical wave modeling; vertical cylinder; DNS model; pressure gradient; wave force; scour and shear stress; n/a