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 340
... ratio on the submerged breakwater efficiency , several runs are made for a crest width ratio of W / d = 0.47 and double the crest width ratio of W / d = 0.94 ( Figure 5 ) under same wave condition . Results are presented in Figure 6. As ...
... ratio on the submerged breakwater efficiency , several runs are made for a crest width ratio of W / d = 0.47 and double the crest width ratio of W / d = 0.94 ( Figure 5 ) under same wave condition . Results are presented in Figure 6. As ...
Page 472
... ratio between the 2 output powers is finally mainly due to the ratio between the two different power inputs . The power ratios obtained by the partitioned and single - set parameterizations are very comparable . Let's note that this ...
... ratio between the 2 output powers is finally mainly due to the ratio between the two different power inputs . The power ratios obtained by the partitioned and single - set parameterizations are very comparable . Let's note that this ...
Page 516
... ratio increased , but to much smaller levels than expected . The force ratio stabilized and started to decrease once the gap reached 3 times the disk diameter . TCAS Cylindrical Columns , Large disk gap = 6 1.50 = gap 4.5 gap = 3.5 gap ...
... ratio increased , but to much smaller levels than expected . The force ratio stabilized and started to decrease once the gap reached 3 times the disk diameter . TCAS Cylindrical Columns , Large disk gap = 6 1.50 = gap 4.5 gap = 3.5 gap ...
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