Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 128
... surface level , at a specific location of interest . Since both cages were nominally at the surface , a reference location of z = 0 was chosen for all wave motion inferred time series . The dynamic response of each cage was ...
... surface level , at a specific location of interest . Since both cages were nominally at the surface , a reference location of z = 0 was chosen for all wave motion inferred time series . The dynamic response of each cage was ...
Page 142
... surface elevation , H is the wave height , L is the wave length and T is the wave period . The length of the wave , L , is calculated using the period of the wave , tank depth h , and the dispersion relation , w2 = gk tanhkh , ( 2 ) ...
... surface elevation , H is the wave height , L is the wave length and T is the wave period . The length of the wave , L , is calculated using the period of the wave , tank depth h , and the dispersion relation , w2 = gk tanhkh , ( 2 ) ...
Page 154
... surface waves by real and synthetic aperture radar . J. Geophys . Res . , 86 , pp 6481-6498 . Alpers , W. , and K ... Surface Based Radars , Geneva , March 1995 . Nieto , J.C. , 1995 : First experience with the use of marine radar to ...
... surface waves by real and synthetic aperture radar . J. Geophys . Res . , 86 , pp 6481-6498 . Alpers , W. , and K ... Surface Based Radars , Geneva , March 1995 . Nieto , J.C. , 1995 : First experience with the use of marine radar to ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind