Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 332
... elevation calculated using the modal with the experimental measurements ; H = 0.14 m and T = 3.0 sec at x = 4.4 m 0.12 0.08 0.04 • Exp ( Sand and Mansard ( 1986 ) ) Model 7 Dimensionless Fs - elevation 2.5 1.5 0.5 -0.5 Nw = 30 ndt = 100 ...
... elevation calculated using the modal with the experimental measurements ; H = 0.14 m and T = 3.0 sec at x = 4.4 m 0.12 0.08 0.04 • Exp ( Sand and Mansard ( 1986 ) ) Model 7 Dimensionless Fs - elevation 2.5 1.5 0.5 -0.5 Nw = 30 ndt = 100 ...
Page 333
... elevation 2.5 1.5 - 0 2 NW = 45 ndt = 120 --- NW -NW 40 ndt = 120 35 ndt = 120 Nw = 30 ndt = 120 Nw = 25 ndt = 120 Nw = 20 ndt = 120 Dimensionless Fs - elevation 2.5 2 Nw = 45 ndt = 120 Nw = 40 ndt = 120 Nw = 35 ndt = 120 1.5 0.5 Nw ...
... elevation 2.5 1.5 - 0 2 NW = 45 ndt = 120 --- NW -NW 40 ndt = 120 35 ndt = 120 Nw = 30 ndt = 120 Nw = 25 ndt = 120 Nw = 20 ndt = 120 Dimensionless Fs - elevation 2.5 2 Nw = 45 ndt = 120 Nw = 40 ndt = 120 Nw = 35 ndt = 120 1.5 0.5 Nw ...
Page 334
... elevation 2.5 0.5 -0.5 Nw 35 ndt = 120 --- Nw = 33 ndt = 120 Nw = 30 ndt 120 Nw = 25 ndt = 120 Nw 15 ndt = 120 мин the nonlinearity effect becomes more significant . The crests become sharper and higher while the troughs become flatter ...
... elevation 2.5 0.5 -0.5 Nw 35 ndt = 120 --- Nw = 33 ndt = 120 Nw = 30 ndt 120 Nw = 25 ndt = 120 Nw 15 ndt = 120 мин the nonlinearity effect becomes more significant . The crests become sharper and higher while the troughs become flatter ...
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OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed