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 167
... scour width . Influence of the scour depth : The influence of the scour depth on the pipe displacements and stresses are shown in Figures 12 , 13. As it can be seen from Figure 12 , the pipe trajectories in the scour mid - plane follow ...
... scour width . Influence of the scour depth : The influence of the scour depth on the pipe displacements and stresses are shown in Figures 12 , 13. As it can be seen from Figure 12 , the pipe trajectories in the scour mid - plane follow ...
Page 400
... scour and backfilling on an erodible , non - cohesive seabed dependent on ... Depth - averaged current speed • • Current direction Significant wave height ... scour can be found as : S n = Sean + ( Sn - 1 - Seq.n ) exp [ 3 ] Water depth ...
... scour and backfilling on an erodible , non - cohesive seabed dependent on ... Depth - averaged current speed • • Current direction Significant wave height ... scour can be found as : S n = Sean + ( Sn - 1 - Seq.n ) exp [ 3 ] Water depth ...
Page 404
The equilibrium scour depth in the transition intervals is found by linear interpolation . The equilibrium scour depth for the lower bound ( Ucw = 0.7 ) is calculated by use of equation [ 20 ] , where the actual KC - number is applied ...
The equilibrium scour depth in the transition intervals is found by linear interpolation . The equilibrium scour depth for the lower bound ( Ucw = 0.7 ) is calculated by use of equation [ 20 ] , where the actual KC - number is applied ...
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