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 132
... problem of which have been investigated by Chen et al ( 1989 ) . The pressure over the internal free surface is assumed to be proportional to the square of the velocity . The fluid outside of the device is assumed to be inviscid and ...
... problem of which have been investigated by Chen et al ( 1989 ) . The pressure over the internal free surface is assumed to be proportional to the square of the velocity . The fluid outside of the device is assumed to be inviscid and ...
Page 387
... problem for a viscous flow driven by an oscillat- ing wall . Consider a solid cylinder of radius r ; rotating back ... problem as a fully three - dimensional problem . Specifically , free - slip bound- ary conditions ( Eqn . 36 ) are ...
... problem for a viscous flow driven by an oscillat- ing wall . Consider a solid cylinder of radius r ; rotating back ... problem as a fully three - dimensional problem . Specifically , free - slip bound- ary conditions ( Eqn . 36 ) are ...
Page 395
... problem is separated into a steady current problem with a rigid wall condition applied at the still water level and a wave propagation problem in the resulting current field . The boundary conditions of the wave propagation problem are ...
... problem is separated into a steady current problem with a rigid wall condition applied at the still water level and a wave propagation problem in the resulting current field . The boundary conditions of the wave propagation problem are ...
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