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 334
... effect becomes more significant . The crests become sharper and higher while the troughs become flatter and shallower ( Figure 14 and Figure 15 ) . Dimensionless Fs elevation 2.5 0.5 -0.5 Nw 35 ndt = 120 --- Nw = 33 ndt = 120 Nw = 30 ...
... effect becomes more significant . The crests become sharper and higher while the troughs become flatter and shallower ( Figure 14 and Figure 15 ) . Dimensionless Fs elevation 2.5 0.5 -0.5 Nw 35 ndt = 120 --- Nw = 33 ndt = 120 Nw = 30 ...
Page 340
... effects on the transmission coefficient when the width of the 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 ...
... effects on the transmission coefficient when the width of the 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 ...
Page 408
Effect of Tidal Current in Horns Rev Case The authors of this paper are aware that the stated effect of a tidal current is mainly based on an assumption , as no experimental data have been available . However , it might be interesting ...
Effect of Tidal Current in Horns Rev Case The authors of this paper are aware that the stated effect of a tidal current is mainly based on an assumption , as no experimental data have been available . However , it might be interesting ...
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