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 166
... scour width increases . However , the maximum pipe stresses do not follow the same trend . The maximum von Mises stresses reach a minimum value at about the 15 m scour width for the 36 inch pipe . For scours narrower or wider than a 15 m ...
... scour width increases . However , the maximum pipe stresses do not follow the same trend . The maximum von Mises stresses reach a minimum value at about the 15 m scour width for the 36 inch pipe . For scours narrower or wider than a 15 m ...
Page 167
... scour track and the pipe axis and w stands for the 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 ...
... scour track and the pipe axis and w stands for the 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 ...
Page 407
... scour hole may become deeper than for uni - directional current , see Noormets et al . ( 2006 ) . It should be noted that the case study by Noormets et al . ( 2006 ) also includes variations caused by moving bedforms . Almost all ...
... scour hole may become deeper than for uni - directional current , see Noormets et al . ( 2006 ) . It should be noted that the case study by Noormets et al . ( 2006 ) also includes variations caused by moving bedforms . Almost all ...
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