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 : A1 3 = 3 = 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 : A1 3 = 3 = 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 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
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acceleration analysis AXIWAVE biplane blade boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping direction distribution drag drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface frequency fuzzy given hindcast horizontal velocity hydrodynamic impact force in-line incident wave irregular Islay KC number kinematics lift force linear load Loop Current maximum measured method Morison Myrhaug NewWave non-linear obtained ocean waves Offshore Structures orifice oscillating parameters planetary boundary layer plate platform predicted pressure rad/s random wave ratio regular waves Scatter Parameter sea wave second-order shear stress ship shown simulation spectra surface elevation term tests turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind