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 3
... means the significant wave height and the mean wave period are assumed constant during the measured time . However , the significant wave height and the mean wave period will vary in a " long - term " prediction of the seas . In order ...
... means the significant wave height and the mean wave period are assumed constant during the measured time . However , the significant wave height and the mean wave period will vary in a " long - term " prediction of the seas . In order ...
Page 172
... wave rose provides a fair approximation to the exact directional wave power distribution , the distribution obtained ... mean wave rose for the same period . The digit in brackets identifies a site where the application of the spreading ...
... wave rose provides a fair approximation to the exact directional wave power distribution , the distribution obtained ... mean wave rose for the same period . The digit in brackets identifies a site where the application of the spreading ...
Page 175
Polar histogram of mean wave direction Observed dala Period : Winter W W Polar histogram for directional wave power Observed data O ! 20 % 40 % Period , Winter Mean wave power От 20 % 40 % Polar histogram for directional wave power ...
Polar histogram of mean wave direction Observed dala Period : Winter W W Polar histogram for directional wave power Observed data O ! 20 % 40 % Period , Winter Mean wave power От 20 % 40 % Polar histogram for directional wave power ...
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 buoy buoyant body cable element cage bottom calculated central spar cage 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 mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation 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