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 18
most likely wave profile is inherent in this model formula- tion : 1313 A1 for all a λο ( 2 ) in which An are the n'th spectral moments of the wave spectrum . It will be shown that the same result could be obtained with the present ...
most likely wave profile is inherent in this model formula- tion : 1313 A1 for all a λο ( 2 ) in which An are the n'th spectral moments of the wave spectrum . It will be shown that the same result could be obtained with the present ...
Page 22
... WAVE PROFILE OF THE NEW WAVE SHOWN FOR MEAN FREQUENCY AND PLUS / MINUS ONE STAN- DARD DEVIATION . CREST AMPLITUDE : 8 M. frequencies ( see Longuet - Higgins , 1975 , 1983 ) . The resul- tant joint density needs to be rescaled only by a ...
... WAVE PROFILE OF THE NEW WAVE SHOWN FOR MEAN FREQUENCY AND PLUS / MINUS ONE STAN- DARD DEVIATION . CREST AMPLITUDE : 8 M. frequencies ( see Longuet - Higgins , 1975 , 1983 ) . The resul- tant joint density needs to be rescaled only by a ...
Page 39
... waves . In particular , the dispersion of the non- linear components is clearly illustrated through these plots , and differences between experiments and numerical models are highlighted . A direct comparison study on spatial wave profiles ...
... waves . In particular , the dispersion of the non- linear components is clearly illustrated through these plots , and differences between experiments and numerical models are highlighted . A direct comparison study on spatial wave profiles ...
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