Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 121
... mean drag coefficient has a minimum value of 1.27 to a maximum value of 1.65 with an oscillation of about ± 0.07 about the minimum mean and about ± 0.3 about the maximum mean . The maximum lift coefficient variation is ± 1.65 about a zero ...
... mean drag coefficient has a minimum value of 1.27 to a maximum value of 1.65 with an oscillation of about ± 0.07 about the minimum mean and about ± 0.3 about the maximum mean . The maximum lift coefficient variation is ± 1.65 about a zero ...
Page 208
... mean peak mean peak rms peak peak 6 Chen ( 1969 ) 6.0E + 03 6.0E + 03 air rms 9 Dawson - Marcus ( 1970 ) 9.0E + 01 9.0E + 01 air mean peak 10 DnV 1.0E + 04 8.0E + 06 air / water rms 11 Fung 1.0E + 05 6.0E + 05 air rms 12 Fung ( 1960 ) ...
... mean peak mean peak rms peak peak 6 Chen ( 1969 ) 6.0E + 03 6.0E + 03 air rms 9 Dawson - Marcus ( 1970 ) 9.0E + 01 9.0E + 01 air mean peak 10 DnV 1.0E + 04 8.0E + 06 air / water rms 11 Fung 1.0E + 05 6.0E + 05 air rms 12 Fung ( 1960 ) ...
Page 83
In general , Eq . 11 is the mean profile , E [ n ( t ) ] , given only that n ( 0 ) = nmar . This follows directly from the conditional mean formula OY E [ YIX ] = my + PXY ( X - mx ) ( 12 ) σχ for arbitrary bivariate normal variables X ...
In general , Eq . 11 is the mean profile , E [ n ( t ) ] , given only that n ( 0 ) = nmar . This follows directly from the conditional mean formula OY E [ YIX ] = my + PXY ( X - mx ) ( 12 ) σχ for arbitrary bivariate normal variables X ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power