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 315
... compared to the case of a rigid lid . In other situations , such as when kh 11 ( infinitely deep ( a ) linear phase ... compared to the depths h and h1 of the two layers , with rigid lid boundary conditions . However the typical wave ...
... compared to the case of a rigid lid . In other situations , such as when kh 11 ( infinitely deep ( a ) linear phase ... compared to the depths h and h1 of the two layers , with rigid lid boundary conditions . However the typical wave ...
Page 324
... compared a 3D SPH model to a dam break onto a nearly dry bed with a structure present , representing a building . The dam break problem is somewhat analogous to a tsunami impact . The velocities were shown to be predicted well , when ...
... compared a 3D SPH model to a dam break onto a nearly dry bed with a structure present , representing a building . The dam break problem is somewhat analogous to a tsunami impact . The velocities were shown to be predicted well , when ...
Page 508
... compared to 2.2 m / s for the OffV18H0N9 case , experiences the larger load of 23.3 MN - m compared to 14.9 MN - m in the other case . Figure 4 ( c ) shows similar time series and PSD estimates for an onshore wind data segment ...
... compared to 2.2 m / s for the OffV18H0N9 case , experiences the larger load of 23.3 MN - m compared to 14.9 MN - m in the other case . Figure 4 ( c ) shows similar time series and PSD estimates for an onshore wind data segment ...
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