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
... 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 to make long - term ...
... 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 to make long - term ...
Page 65
... Wave height ( cm ) No.2 ; V = 5m / s ; T = 1.248 6 8 case D 10 12 14 case A case B case C case 10 12 14 0.8 Wave height ( cm ) No.3 ; V = 5m / s ; T = 1.248 0.6 ៩ 0.4 0.2 1 0.8 0.6 0.4 0.2 O 6 8 Wave height ( cm ) No.1 ; V = 5m / s ; T ...
... Wave height ( cm ) No.2 ; V = 5m / s ; T = 1.248 6 8 case D 10 12 14 case A case B case C case 10 12 14 0.8 Wave height ( cm ) No.3 ; V = 5m / s ; T = 1.248 0.6 ៩ 0.4 0.2 1 0.8 0.6 0.4 0.2 O 6 8 Wave height ( cm ) No.1 ; V = 5m / s ; T ...
Page 127
... wave height and period . Tow carriage velocity was determined using a series light gates placed at opposite ends of ... wave probe . Motion response measurements were made using a non- invasive optical measurement and software system ...
... wave height and period . Tow carriage velocity was determined using a series light gates placed at opposite ends of ... wave probe . Motion response measurements were made using a non- invasive optical measurement and software system ...
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