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Palabras clave – provistas por la editorial

hydraulic structure; sky-jump; spillway; flip bucket; chute; basin; erosion; flow rate; jet flow; wave overtopping; levee; cover; probabilistic framework; slope stability; piping; overtopping; fragility curves; Monte Carlo simulation; dam; stilling basin; bucket; flood; weir; safety; protection; dam protection; wedge-shaped block; WSB; dam spillway; dam safety; ACUÑA; rockfill dams; throughflow; numerical modeling; non-Darcy flow; porous media; Forchheimer equation; high velocity; crushed rock; rounded materials; hydraulic mean radius; intrinsic permeability; shape of particles; angularity of particles; surface roughness of particles; river levees; geogrid reinforcement; First Order Reliability Method (FORM); Surface Response Method (SRM); high gravity dams; dam-foundation-reservoir dynamic interaction; earthquake input mechanisms; hydrodynamic pressure; foundation size; reservoir length; stacking; blending; combination; meta-learner; experts; machine learning; Cross Validation; radial displacement; rockfill dam; dam failure; overflow; floods; dam breach; n/a