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 65
... velocity with wave height . 0.9 0.6 0.3 10 12 14 case B case 8 Cal . .... 389 0.3 0.6 0.6 0.4 0.2 0 6 8 10 12 14 Wave height ( cm ) Upper side ; V = 15m / s ; T = 1.249 ; H - 6.8cm 10 Center Side 40 20 30 Distance from leading edge ( cm ) ...
... velocity with wave height . 0.9 0.6 0.3 10 12 14 case B case 8 Cal . .... 389 0.3 0.6 0.6 0.4 0.2 0 6 8 10 12 14 Wave height ( cm ) Upper side ; V = 15m / s ; T = 1.249 ; H - 6.8cm 10 Center Side 40 20 30 Distance from leading edge ( cm ) ...
Page 102
... velocity measurements will oscillate like a Schuler pendulum . Figure 3 shows the free - inertial velocity Vx of an aligned Honeywell MAPS INU over the period of several days . Following a two - hour gyrocompass alignment , the Schuler ...
... velocity measurements will oscillate like a Schuler pendulum . Figure 3 shows the free - inertial velocity Vx of an aligned Honeywell MAPS INU over the period of several days . Following a two - hour gyrocompass alignment , the Schuler ...
Page 163
... velocity to the blade tip velocity and is given by : Φ = The Reynolds number is based on the chordlength Um ax U lip and the Turbulent Dissip . Rate & [ m2 / s2 ] blade tip velocity and is given by Re = PU tip C μ Flow Model Tip ...
... velocity to the blade tip velocity and is given by : Φ = The Reynolds number is based on the chordlength Um ax U lip and the Turbulent Dissip . Rate & [ m2 / s2 ] blade tip velocity and is given by Re = PU tip C μ Flow Model Tip ...
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