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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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind