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 160
... shows the 32 mm pipe's initial positions and the maximum horizontal and vertical movements during the gouging event . The right hand drawing shows the pipe maximum travel positions and also the return positions of the pipes after the ...
... shows the 32 mm pipe's initial positions and the maximum horizontal and vertical movements during the gouging event . The right hand drawing shows the pipe maximum travel positions and also the return positions of the pipes after the ...
Page 232
... shows the calculation area along with the reference locations , as well as location of tsunami source . RESULTS AND DISCUSSION Figures 12 through 14 show snapshots of the surface displacement at times t = 5 , 20 , and 60 minutes . Also ...
... shows the calculation area along with the reference locations , as well as location of tsunami source . RESULTS AND DISCUSSION Figures 12 through 14 show snapshots of the surface displacement at times t = 5 , 20 , and 60 minutes . Also ...
Page 421
... shows a time instant in the AquaSim simulations . In the present analysis regular waves are applied . Table 1 Key data for case study Parameter Current velocity [ m / s ] Wave height [ m ] Value 2 4 5.66 30 Axial force [ kN ] 10 15 0 ...
... shows a time instant in the AquaSim simulations . In the present analysis regular waves are applied . Table 1 Key data for case study Parameter Current velocity [ m / s ] Wave height [ m ] Value 2 4 5.66 30 Axial force [ kN ] 10 15 0 ...
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 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 problem 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