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 161
... displacements of all pipes are similar , the displacement of the three different pipes all decreases by deeper embedding . The 58 mm pipe has a slightly different results curve , but the displacements also decrease with depth for this ...
... displacements of all pipes are similar , the displacement of the three different pipes all decreases by deeper embedding . The 58 mm pipe has a slightly different results curve , but the displacements also decrease with depth for this ...
Page 166
Vertical Displacement ( m ) the figures 6 , 7 , and 8 that the pipe displacements increase as the scour width ... displacement ( m ) Figure 7. Mid - scour pipe stresses at 3 O'Clock position for different scour widths Vertical ...
Vertical Displacement ( m ) the figures 6 , 7 , and 8 that the pipe displacements increase as the scour width ... displacement ( m ) Figure 7. Mid - scour pipe stresses at 3 O'Clock position for different scour widths Vertical ...
Page 168
... Displacement ( m ) 0.75 0.7 0.85 08 0.9 Pipe Displacements and Stresses vs. Pipe Diameter ( Pipe placed in a 3.0 m trench , Scour depth 1.82 m , width 15 m ) 8.00E + 08 Maximum total displacement ( m ) Maximum stress ( Pa ) 5.50E + 08 ...
... Displacement ( m ) 0.75 0.7 0.85 08 0.9 Pipe Displacements and Stresses vs. Pipe Diameter ( Pipe placed in a 3.0 m trench , Scour depth 1.82 m , width 15 m ) 8.00E + 08 Maximum total displacement ( m ) Maximum stress ( Pa ) 5.50E + 08 ...
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