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 259
... bottom configuration has a large relevance for pipeline design as the occurrence and persistence for a certain period of a free - span causes the accumulation of fatigue on the pipeline which can lead to unacceptable damage . Of great ...
... bottom configuration has a large relevance for pipeline design as the occurrence and persistence for a certain period of a free - span causes the accumulation of fatigue on the pipeline which can lead to unacceptable damage . Of great ...
Page 263
... bottom layer of sand stops as soon the layer of sand - water mixture becomes thick enough to balance with its overpressure the hydrodynamic action of the fluid . Practically the erosion rate goes quickly to zero because Tm = Thn , in ...
... bottom layer of sand stops as soon the layer of sand - water mixture becomes thick enough to balance with its overpressure the hydrodynamic action of the fluid . Practically the erosion rate goes quickly to zero because Tm = Thn , in ...
Page 390
... bottom topographies [ 14 ] . The CMSE model works well for the bottom slopes up to 1.0 and provides better solution than the velocity - potential based mild - slope equations . In this paper , the two IGN and CMSE models are applied to ...
... bottom topographies [ 14 ] . The CMSE model works well for the bottom slopes up to 1.0 and provides better solution than the velocity - potential based mild - slope equations . In this paper , the two IGN and CMSE models are applied to ...
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