Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 63
... problem of interaction among an assembly of cylinders . fixed in both waves and current is considered . The problem is linearized by a perturbation method based on the assumption of small current velocity and linear wave theory . The ...
... problem of interaction among an assembly of cylinders . fixed in both waves and current is considered . The problem is linearized by a perturbation method based on the assumption of small current velocity and linear wave theory . The ...
Page 65
... problem as that in the linear wave theory without current . The first order problem differs from the zeroth order one only in the free surface condition , and the far field condition in the case of $ 14 . 3. SOLUTIONS OF THE PROBLEMS The ...
... problem as that in the linear wave theory without current . The first order problem differs from the zeroth order one only in the free surface condition , and the far field condition in the case of $ 14 . 3. SOLUTIONS OF THE PROBLEMS The ...
Page 67
... problem . Each of these two problems is solved by first seeking a particular solution which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field ...
... problem . Each of these two problems is solved by first seeking a particular solution which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field ...
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