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
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Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
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Lo trovi qui: Univ. Federico II | ||
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Interaction between Waves and Maritime Structures |
Autore | Buccino Mariano |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 |
Descrizione fisica | 1 electronic resource (284 p.) |
Soggetto topico | Technology: general issues |
Soggetto non controllato |
rock armor stability
breakwater damage notional permeability factor crown wall failure dynamic response sliding overturning bearing capacity ship motions in-situ observations port operation transfer functions meteorological and ocean conditions vessel dimensions electrical platform hydrodynamic response strain acceleration hydroelastic similarity laboratory experiment wave overtopping flow velocity flow depth dike wave breaking experiments numerical modelling floating cylinder water filled motion capturing wave tank wave gauges fluid-structure interaction free surface sloshing image analysis green water wet dam-break bore 2D experimental study water elevation database Venetian lagoon flooding astronomical tide storm surge experimental investigation two-phase flows fluid-structure interactions wave decomposition floating body recurves recurve geometry vertical seawalls wave loads and pressures pulsating and impulsive conditions validation experiment shoreline evolution littoral drift equivalent wave one-line equation coastal defenses structure response |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557472903321 |
Buccino Mariano
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Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 | ||
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Lo trovi qui: Univ. Federico II | ||
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Modelling of Harbour and Coastal Structures |
Autore | Karambas Theophanis V |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 |
Descrizione fisica | 1 electronic resource (342 p.) |
Soggetto topico | Technology: general issues |
Soggetto non controllato |
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 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557370503321 |
Karambas Theophanis V
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Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 | ||
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Lo trovi qui: Univ. Federico II | ||
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Wave Interactions with Coastal Structures |
Autore | Suzuki Tomohiro |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (268 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology |
Soggetto non controllato |
shallow waters
wave energy coastal erosion beach restoration submerged breakwaters protected nourishments wave overtopping coastal safety flow velocity flow depth sea dikes overtopping reduction force reduction oblique waves storm return wall EurOtop manual validation wave modelling shallow foreshore dike-mounted vertical wall wave impact loads OpenFOAM average overtopping discharge individual volume overtopping flow depth overtopping flow velocity promenade vertical wall SWASH fluid-structure interaction waves smoothed particle hydrodynamics SPH Pont del Petroli storm Gloria inter-model comparison DualSPHysics wave pressure caisson breakwater stability RANS model solitary wave fully nonlinear wave three-dimensional wave partially submerged cylinder hollow circular cylinder tsunami wave bore flooding debris numerical modeling SPH-FEM coupling coastal structures |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557616003321 |
Suzuki Tomohiro
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Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
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Lo trovi qui: Univ. Federico II | ||
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