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 0.0 -5.0 5.0 x = 70m Pos .: 2 ...
... 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 0.0 -5.0 5.0 x = 70m Pos .: 2 ...
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