Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 296
... height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave height enhancement factor variation around the cylinder is depicted for the ...
... height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave height enhancement factor variation around the cylinder is depicted for the ...
Page 297
... heights for the undisturbed sea are given . Events with a given return period can be determined by fitting the significant wave height data to a Weibull distribution and performing an extrapolation . The sig- nificant wave height with ...
... heights for the undisturbed sea are given . Events with a given return period can be determined by fitting the significant wave height data to a Weibull distribution and performing an extrapolation . The sig- nificant wave height with ...
Page 373
... height exceed the threshold hh is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 61 ) " th nih ! ( 14 ) Assuming that the annual largest significant wave height appear in the annual largest storm and by using eq ...
... height exceed the threshold hh is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 61 ) " th nih ! ( 14 ) Assuming that the annual largest significant wave height appear in the annual largest storm and by using eq ...
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