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 63
... mean lift coeffi- cient Ĉ and mean pressure coefficient Cp are given by the following equations , ref CL Č , = F1 / 220V S = P / 1⁄2 ref ( 2 ) ( 3 ) where FL and P are the measured mean lift force and mean pressure acting on the unit ...
... mean lift coeffi- cient Ĉ and mean pressure coefficient Cp are given by the following equations , ref CL Č , = F1 / 220V S = P / 1⁄2 ref ( 2 ) ( 3 ) where FL and P are the measured mean lift force and mean pressure acting on the unit ...
Page 175
... Mean wave power S 20 % 40 % Polar histogram for directional wave power Model : cos spreading . E W E 20 % 40 % Penod : Winter Mean wave power 20 % 40 % Fig . 1 Comparison of the mean wave rose , the exact wave power directional ...
... Mean wave power S 20 % 40 % Polar histogram for directional wave power Model : cos spreading . E W E 20 % 40 % Penod : Winter Mean wave power 20 % 40 % Fig . 1 Comparison of the mean wave rose , the exact wave power directional ...
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