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 94
... position is the decisive parameter for any absorber element . This is illustrated by using two different counter - propagating wave groups interfering at a 23 % porosity screen . The initial ho- rizontal velocity distribution at the ...
... position is the decisive parameter for any absorber element . This is illustrated by using two different counter - propagating wave groups interfering at a 23 % porosity screen . The initial ho- rizontal velocity distribution at the ...
Page 106
... position ( the 27/06/94 17h ) and position adjustments are made all along the track . For this application , the computing step of the track ( dt ) is one hour . As the Argos position measurements were irregular in time , they were ...
... position ( the 27/06/94 17h ) and position adjustments are made all along the track . For this application , the computing step of the track ( dt ) is one hour . As the Argos position measurements were irregular in time , they were ...
Page 281
... positions ( water depth d = 4.20m ) and amplitude spectrum of the related complex Fourier spectrum wave packet converging ( this encounter position of optimal for. surface elevation [ cm ] Pos .: 1 x = 0m 5.0 0.0 wwwww -5.0 5.0 0.0 سلسل ...
... positions ( water depth d = 4.20m ) and amplitude spectrum of the related complex Fourier spectrum wave packet converging ( this encounter position of optimal for. surface elevation [ cm ] Pos .: 1 x = 0m 5.0 0.0 wwwww -5.0 5.0 0.0 سلسل ...
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