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 429
... MEAN ABSORBED WAVE POWERS BY OW2C1 60000 يا Incident Wave y = 250 Far - Field Y = 250 Y = 500 Y = 750 = 1000 T ( SEC ) 15 Fig . 7 TIME - MEAN HORIZONTAL DRIFT FORCES OF OW2C1 Y = 0 = 250 Y = 500 Y = 750 Y = 1000 PM / ( a B ) Watts / m3 ...
... MEAN ABSORBED WAVE POWERS BY OW2C1 60000 يا Incident Wave y = 250 Far - Field Y = 250 Y = 500 Y = 750 = 1000 T ( SEC ) 15 Fig . 7 TIME - MEAN HORIZONTAL DRIFT FORCES OF OW2C1 Y = 0 = 250 Y = 500 Y = 750 Y = 1000 PM / ( a B ) Watts / m3 ...
Page 507
... Mean Wind Direction , ( degrees ) 150 120 180 700 500 300 90 90 Onshore winds ( 0-150 ° ) 30 0 100 300 500 700 Number of Occurrences 210 Offshore winds ( 180 ° -330 ° ) 240 300 270 330 Mean Wind Speed . V ( m / s ) 200 No of data ...
... Mean Wind Direction , ( degrees ) 150 120 180 700 500 300 90 90 Onshore winds ( 0-150 ° ) 30 0 100 300 500 700 Number of Occurrences 210 Offshore winds ( 180 ° -330 ° ) 240 300 270 330 Mean Wind Speed . V ( m / s ) 200 No of data ...
Page 508
... Mean SD Mean SD H , ( m ) ( MN - m ) Peak PSD ord . ( ( MN - m ) 2 / Hz ) OffV 18H0N1 19.1 4.0 15.5 3.6 0.64 23.3 29.3 18.6 2.4 13.9 2.2 0.64 14.9 4.2 1.7 19.4 1.0 OffV 18H0N9 OnV12H3N41 13.2 1.8 12.7 Table 2 shows that the ten - minute ...
... Mean SD Mean SD H , ( m ) ( MN - m ) Peak PSD ord . ( ( MN - m ) 2 / Hz ) OffV 18H0N1 19.1 4.0 15.5 3.6 0.64 23.3 29.3 18.6 2.4 13.9 2.2 0.64 14.9 4.2 1.7 19.4 1.0 OffV 18H0N9 OnV12H3N41 13.2 1.8 12.7 Table 2 shows that the ten - minute ...
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