Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 210
... lift coefficient starts rising . It attains a maximum value near Reynolds numbers around 8x104 , and then decreases throughout the transition range . Scatter of the data reported within this range is substantial . Maximum rms coefficient ...
... lift coefficient starts rising . It attains a maximum value near Reynolds numbers around 8x104 , and then decreases throughout the transition range . Scatter of the data reported within this range is substantial . Maximum rms coefficient ...
Page 213
... lift coefficient curve 27 which was derived by pressure measurements . Since correlation length is about 6 diameters for stationary cylinders at Reynolds numbers 104-105 ( see Section 4.3 ) , the force is probably fully correlated along ...
... lift coefficient curve 27 which was derived by pressure measurements . Since correlation length is about 6 diameters for stationary cylinders at Reynolds numbers 104-105 ( see Section 4.3 ) , the force is probably fully correlated along ...
Page 214
... lift coefficient , from 0.3 to 0.63 , in a relatively small Reynolds number range , 4x103 - 1.1x104 . Their data represent mean amplitude values obtained from stationary cylinders in flowing water in a water flume , and they are the ...
... lift coefficient , from 0.3 to 0.63 , in a relatively small Reynolds number range , 4x103 - 1.1x104 . Their data represent mean amplitude values obtained from stationary cylinders in flowing water in a water flume , and they are the ...
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