Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 67
... solution which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field . Then a general solution is composed by adding homogeneous solution to the ...
... solution which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field . Then a general solution is composed by adding homogeneous solution to the ...
Page 119
... solution . Figure 1 shows the evolution of the solution at Re = 855 for a progressively finer mesh for a coordinate transformation given by equation ( 6 ) with a = 1. The converged solution is obtained for a grid of 321 x 257 ( r by 0 ) ...
... solution . Figure 1 shows the evolution of the solution at Re = 855 for a progressively finer mesh for a coordinate transformation given by equation ( 6 ) with a = 1. The converged solution is obtained for a grid of 321 x 257 ( r by 0 ) ...
Page 275
... solution of Equation ( 10 ) based on energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the solution have no reflected waves . The ...
... solution of Equation ( 10 ) based on energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the solution have no reflected waves . 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