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 131
... considered as being proportional to the square of the velocity on it . Iteration is then used to obtain the solution to velocity of fluid . This enable us to predict the power extracted by the device and to investigate the influence of ...
... considered as being proportional to the square of the velocity on it . Iteration is then used to obtain the solution to velocity of fluid . This enable us to predict the power extracted by the device and to investigate the influence of ...
Page 192
... considered . For that range of KC values , the flow field can be viewed as being almost quasi - steady in nature . Furthermore , the wave field encountered by the structural elements is only that of the wave crest with no " return ...
... considered . For that range of KC values , the flow field can be viewed as being almost quasi - steady in nature . Furthermore , the wave field encountered by the structural elements is only that of the wave crest with no " return ...
Page 193
... considered as part of any dynamic analysis . Fluid damping effects are also necessary to include within such considerations . As a consequence the general analysis procedures described in [ 4 ] become very complex to implement , or even ...
... considered as part of any dynamic analysis . Fluid damping effects are also necessary to include within such considerations . As a consequence the general analysis procedures described in [ 4 ] become very complex to implement , or even ...
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