Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 33
... surface , ( = 0.07 ) Solar radiation at sea surface Cloudiness , ( 0 < n < 1 ) : Solar radiation under clear sky : Water temperature in ° K : Vapor pressure at temperature T. Atmospheric temperature at the Water temperature at the sea ...
... surface , ( = 0.07 ) Solar radiation at sea surface Cloudiness , ( 0 < n < 1 ) : Solar radiation under clear sky : Water temperature in ° K : Vapor pressure at temperature T. Atmospheric temperature at the Water temperature at the sea ...
Page 155
... surface or in submerged water can separate waves and dissipate the wave energy . Ijima et al . ( 1970 ) solved the energy dissipation problem of fixed horizontal plate floating on the water surface by the method of continuations of ...
... surface or in submerged water can separate waves and dissipate the wave energy . Ijima et al . ( 1970 ) solved the energy dissipation problem of fixed horizontal plate floating on the water surface by the method of continuations of ...
Page 220
... surface is considered as kinematic condition from free surface shape and dynamic condition from Bernoulli's theorem . Kinematic condition of free surface has been left to ap_an ap an = + I a ax ax on SF ( 4 ) from shape of free surface ...
... surface is considered as kinematic condition from free surface shape and dynamic condition from Bernoulli's theorem . Kinematic condition of free surface has been left to ap_an ap an = + I a ax ax on SF ( 4 ) from shape of free surface ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding