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 262
... solution . Two different approaches are here used . The former assumes that the sand layer is dry but erodible , hence the interface between the dry seabed and the sand - water mixture ( sixth and seventh panels of Figure 4 ) provides a ...
... solution . Two different approaches are here used . The former assumes that the sand layer is dry but erodible , hence the interface between the dry seabed and the sand - water mixture ( sixth and seventh panels of Figure 4 ) provides a ...
Page 266
... solution . Fewer elements are needed to obtain very accurate solution ( Wolf , 2003 ) . Deeks and Cheng ( 2003 ) applied SBFEM to uniform potential flow around obstacles and revealed its inherent advantage to model unbounded fluid ...
... solution . Fewer elements are needed to obtain very accurate solution ( Wolf , 2003 ) . Deeks and Cheng ( 2003 ) applied SBFEM to uniform potential flow around obstacles and revealed its inherent advantage to model unbounded fluid ...
Page 329
... solution to the Laplacian problem has been obtained using the Mixed Eulerian - Lagrangian ( MEL ) approach . The model solution has been verified through the comparison with the available experimental data . A convergence and accuracy ...
... solution to the Laplacian problem has been obtained using the Mixed Eulerian - Lagrangian ( MEL ) approach . The model solution has been verified through the comparison with the available experimental data . A convergence and accuracy ...
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