Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 223
... length : 80m ; The platform is headed north and the environmental condition considered was a concurrent collinear ... length of grade 4 mooring chain ; b ) conventional mooring line 1st segment ( near the anchor ) : grade 4 mooring chain ...
... length : 80m ; The platform is headed north and the environmental condition considered was a concurrent collinear ... length of grade 4 mooring chain ; b ) conventional mooring line 1st segment ( near the anchor ) : grade 4 mooring chain ...
Page 169
... length [ Volume scattering coefficient B = 1.0 x 10-3 m ) Measured Tuned calculation With reflector 0.8622 0.8215 Optical path length [ m ] Without reflector 1.0 0.512 0.5424 1.5 0.407 0.4701 2.0 0.230 0.2904 2.5 0.157 0.1306 0.6978 ...
... length [ Volume scattering coefficient B = 1.0 x 10-3 m ) Measured Tuned calculation With reflector 0.8622 0.8215 Optical path length [ m ] Without reflector 1.0 0.512 0.5424 1.5 0.407 0.4701 2.0 0.230 0.2904 2.5 0.157 0.1306 0.6978 ...
Page 177
... length Hydro dynamics of the fish Reduced by wing Large Necessity of floats Good No Cable length only Active Wing control With Depressor Tail Wing control Reduced by depressor Very good Passive Towing cable length Hydro dynamics of the ...
... length Hydro dynamics of the fish Reduced by wing Large Necessity of floats Good No Cable length only Active Wing control With Depressor Tail Wing control Reduced by depressor Very good Passive Towing cable length Hydro dynamics of the ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power