Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 339
... breakwater shall satisfy the no penetration boundary condition ( velocity component perpendicular to the impermeable rigid surface vanishes ) , passing through and / or by overtopping the structure . The effectiveness of the breakwater ...
... breakwater shall satisfy the no penetration boundary condition ( velocity component perpendicular to the impermeable rigid surface vanishes ) , passing through and / or by overtopping the structure . The effectiveness of the breakwater ...
Page 340
nonlinearly decreases as the breakwater height increases . The present model experienced numerical instability as the breakwater height become closer to the water surface . This can be eliminated by considering denser mesh density and ...
nonlinearly decreases as the breakwater height increases . The present model experienced numerical instability as the breakwater height become closer to the water surface . This can be eliminated by considering denser mesh density and ...
Page 341
... breakwaters configurations in deep and transition zones . T 0.6 0.5 Breakwater Configurations Breakwater in Deep water Breakwater in Transition water 0.4 0.3 0.2 0.1 0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 h / d H / Lo = 0.0256 Figure ...
... breakwaters configurations in deep and transition zones . T 0.6 0.5 Breakwater Configurations Breakwater in Deep water Breakwater in Transition water 0.4 0.3 0.2 0.1 0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 h / d H / Lo = 0.0256 Figure ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed