Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 325
... free surface , correct the pressure using Eq . ( 35 ) . Proceed to next iteration until sufficient convergence of the free surface elevation is obtained . Treatment of intersection of boom and free surface : At the intersection of the ...
... free surface , correct the pressure using Eq . ( 35 ) . Proceed to next iteration until sufficient convergence of the free surface elevation is obtained . Treatment of intersection of boom and free surface : At the intersection of the ...
Page 360
... free surface Green function was also studied . Nc was varied from 5 to 15. A maximum error of 2 % in the prediction of F ( 2 ) 2 was observed for 5≤ N ≤ 10 ; however , for Nc > 10 the error was less than 0.5 % . The phase a ( 2 ) 2 ...
... free surface Green function was also studied . Nc was varied from 5 to 15. A maximum error of 2 % in the prediction of F ( 2 ) 2 was observed for 5≤ N ≤ 10 ; however , for Nc > 10 the error was less than 0.5 % . The phase a ( 2 ) 2 ...
Page 388
... free- surface boundary conditions ( 5 ) are applied on free sur- face F , while no - slip boundary conditions ( 35 ) are cho- sen on the inner cylinder S , the outer cylinder Σ , and the bottom B. The initial wave form is taken to be n ...
... free- surface boundary conditions ( 5 ) are applied on free sur- face F , while no - slip boundary conditions ( 35 ) are cho- sen on the inner cylinder S , the outer cylinder Σ , and the bottom B. The initial wave form is taken to be n ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
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analysis boundary conditions boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping diffraction direction distribution drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface fuzzy Hilbert transform hindcast horizontal velocity hydrodynamic impact force in-line incident wave KC number kinematics lift force linear Loop Current maximum measured method Morison motion Myrhaug NewWave non-linear obtained Offshore Structures orifice oscillating parameters phase planetary boundary layer plate platform potential flow prediction pressure rad/s random wave ratio regular waves Reynolds number sea wave second-order shear stress ship shown simulation sinusoidal spectra surface elevation tank tests tidal turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave force wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind