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 57
... wave Directional wave rider ( Datawell ) Inside wave Water depth : 20m Wave height : 0.01 ~ 20 m Freq . range : 0.035Hz - 0.59Hz Supersonic wave Water depth : 7m probe 1 200m offshore from breakwater E Inc. direction and directional spread ...
... wave Directional wave rider ( Datawell ) Inside wave Water depth : 20m Wave height : 0.01 ~ 20 m Freq . range : 0.035Hz - 0.59Hz Supersonic wave Water depth : 7m probe 1 200m offshore from breakwater E Inc. direction and directional spread ...
Page 61
... wave height ( outside wave ) Fig.14 Relation between wind velocity and significant wave height ( inside wave No.1 ) Without Mega - Float Model 0.5 SIG . WAVE HEIGHT ( INSIDE ) ( m ) 0.1 0.2 0.3 € 0.4 Wave Dir .: Northeast 0.0 0.0 0.2 ...
... wave height ( outside wave ) Fig.14 Relation between wind velocity and significant wave height ( inside wave No.1 ) Without Mega - Float Model 0.5 SIG . WAVE HEIGHT ( INSIDE ) ( m ) 0.1 0.2 0.3 € 0.4 Wave Dir .: Northeast 0.0 0.0 0.2 ...
Page 75
... wave height which is the average of the data obtained with two wave height sensors and therefore the effects of rolling is compensated ; surge , sway , heave , from the top right , roll , pitch , yaw and tensions of two mooring chains ...
... wave height which is the average of the data obtained with two wave height sensors and therefore the effects of rolling is compensated ; surge , sway , heave , from the top right , roll , pitch , yaw and tensions of two mooring chains ...
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