Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
From inside the book
Results 1-3 of 35
Page 338
... submerged breakwater caused breaking of waves , therefore dissipating wave energy more than the natural slopped beaches . Submerged breakwaters dissipate between 17 % and 56 % of the wave energy . [ 8 ] . Browder [ 10 ] indicated that ...
... submerged breakwater caused breaking of waves , therefore dissipating wave energy more than the natural slopped beaches . Submerged breakwaters dissipate between 17 % and 56 % of the wave energy . [ 8 ] . Browder [ 10 ] indicated that ...
Page 340
... submerged breakwater is doubled . The effect of the width ratio increases as the breakwater height increases . Based on the results presented in Figure 6 , the crest width ratio seems to play a secondary rule in increasing the submerged ...
... submerged breakwater is doubled . The effect of the width ratio increases as the breakwater height increases . Based on the results presented in Figure 6 , the crest width ratio seems to play a secondary rule in increasing the submerged ...
Page 341
... submerged breakwater ( Figure 12 and Figure 13 ) . The breakwater with berm is found to be more efficient with less cross sectional area than the other three tested configurations . The wave profiles in the transition water depth for ...
... submerged breakwater ( Figure 12 and Figure 13 ) . The breakwater with berm is found to be more efficient with less cross sectional area than the other three tested configurations . The wave profiles in the transition water depth for ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
67 other sections not shown
Other editions - View all
Common terms and phrases
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