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 141
... gouge soil displacements on pipe stress or strain are also assessed . It is implicitly assumed , in this traditional approach , that ice keels have infinite strength and momentum , so that gouge depths are not limited by ice keel ...
... gouge soil displacements on pipe stress or strain are also assessed . It is implicitly assumed , in this traditional approach , that ice keels have infinite strength and momentum , so that gouge depths are not limited by ice keel ...
Page 146
... gouge depth . Results are displayed as a function of the 1 / 10,000 gouge depth with values ranging from 0.55m as considered so far to a maximum of 1.66m . A semi - log scale is used in the plot . As an indication of the sensitivity of ...
... gouge depth . Results are displayed as a function of the 1 / 10,000 gouge depth with values ranging from 0.55m as considered so far to a maximum of 1.66m . A semi - log scale is used in the plot . As an indication of the sensitivity of ...
Page 147
... gouge depth ( see also Figures 11 and 12 ) , the impact of additional LLA on non - performance probability is at most an order of magnitude for a given 1 / 10,000 gouge depth . This is the least sensitivity exhibited so far and could ...
... gouge depth ( see also Figures 11 and 12 ) , the impact of additional LLA on non - performance probability is at most an order of magnitude for a given 1 / 10,000 gouge depth . This is the least sensitivity exhibited so far and could ...
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