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 523
... Significant wave 25m / sec Significant wave Cut - out height 6.8m period 9.8sec Storm Significant wave Average : height 12.0m 50m / sec Significant wave period 13.5ec Maximum : 80m / sec 5.2.1 Maximum load Maximum load of the designed ...
... Significant wave 25m / sec Significant wave Cut - out height 6.8m period 9.8sec Storm Significant wave Average : height 12.0m 50m / sec Significant wave period 13.5ec Maximum : 80m / sec 5.2.1 Maximum load Maximum load of the designed ...
Page 555
... significant wave height . The significant wave height time series for SOCAL and NORMIDCAL are shown in Figures 4 and 6 for cells 1 and 9 respectively , to contrast the wave resource difference in these two areas . time series for all ...
... significant wave height . The significant wave height time series for SOCAL and NORMIDCAL are shown in Figures 4 and 6 for cells 1 and 9 respectively , to contrast the wave resource difference in these two areas . time series for all ...
Page 556
... significant wave height squared and Tp is the dominant wave period . The peak of the average wave spectra defines the inverse of Tp . The significant wave height statistics shown in Figure 6 is converted to energy flux density by ...
... significant wave height squared and Tp is the dominant wave period . The peak of the average wave spectra defines the inverse of Tp . The significant wave height statistics shown in Figure 6 is converted to energy flux density by ...
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 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 problem 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