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 258
... linear model . The wave energy dissipation induced by the bottom friction and the topographic form changing should be considered in the further studies , also the influence of wave non - linear interaction processes , the setup of the ...
... linear model . The wave energy dissipation induced by the bottom friction and the topographic form changing should be considered in the further studies , also the influence of wave non - linear interaction processes , the setup of the ...
Page 315
... linear phase speeds for the differ- ent configurations as functions of the wavenumber . The linear phase speed c = w / k for the interface in the rigid lid case is given by ( 32 ) , while those of the coupled system are given by ( 40 ) ...
... linear phase speeds for the differ- ent configurations as functions of the wavenumber . The linear phase speed c = w / k for the interface in the rigid lid case is given by ( 32 ) , while those of the coupled system are given by ( 40 ) ...
Page 395
... linear results near the Class II Bragg scattering condition . Fig . 3 ( b ) shows the numerical results obtained by ... Linear Exact O IGN Level 4 HOS ( Liu & Yue 1998 ) Experiment ( Guazzelli et al 1992 ) 0.3 0.4 2k / k bl 0.5 0.8 0.7 ...
... linear results near the Class II Bragg scattering condition . Fig . 3 ( b ) shows the numerical results obtained by ... Linear Exact O IGN Level 4 HOS ( Liu & Yue 1998 ) Experiment ( Guazzelli et al 1992 ) 0.3 0.4 2k / k bl 0.5 0.8 0.7 ...
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OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
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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