Beach-Dune System Morphodynamics |
Autore | D'Alessandro Felice |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (276 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology |
Soggetto non controllato |
coastal storms
tropical cyclones coastal hazards incipient foredunes Saffir-Simpson Hurricane Wind Scale Isle of Palms South Carolina numerical modeling XBeach morphodynamic dune beach synthetic storm antecedent topography uncertainty time and space variograms intertidal barred beach morphology stochastic modeling space-time covariance model data-based modeling dune growth storm recovery barrier island Dauphin Island aeolian sediment transport wind flow field experiments nature-based solutions sand trapping fences erosion vulnerability eco-recovery colloidal nanosilica sediment transport laboratory experiments longevity resistance erosion potential dune erosion CART analysis New Jersey dune systems anthropogenic pressure shoreline changes coastal erosion historical cartography satellite imagery QGIS Calabria airflow around buildings erosion and deposition patterns beach structures computational fluid dynamics (CFD) wave climate sea storms longshore transport river transport fragility curves probabilistic dune response wave-beach/dune interaction resilience adaptation hybrid approaches |
ISBN | 3-0365-5028-3 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910619462803321 |
D'Alessandro Felice | ||
MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Dam Safety. Overtopping and Geostructural Risks |
Autore | Toledo Miguel Á |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (270 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology |
Soggetto non controllato |
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 |
ISBN | 3-0365-5656-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910637795203321 |
Toledo Miguel Á | ||
Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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