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 163
... relative burial depths of 0.0 , 0.25 and 0.5 , for all time periods , wave heights and water depths . For relative burial depths of 0.75 and 1.0 , the same trend as mentioned above is continued for time periods upto 1.5s . Beyond 1.5 s ...
... relative burial depths of 0.0 , 0.25 and 0.5 , for all time periods , wave heights and water depths . For relative burial depths of 0.75 and 1.0 , the same trend as mentioned above is continued for time periods upto 1.5s . Beyond 1.5 s ...
Page 166
... Relative Position of the Wave : In the previous sections , variation of the pressure distribution around the pipeline with various parameters viz . , time period , relative water depth , water depth , wave steepness and burial depth has ...
... Relative Position of the Wave : In the previous sections , variation of the pressure distribution around the pipeline with various parameters viz . , time period , relative water depth , water depth , wave steepness and burial depth has ...
Page 174
... Relative Positions of the Wave 0.100 0.075 d / D = 0.000 ..... h / D = 5.000 h / D = 5.625 h / D = 6.250 h / D = 6.875 0.050 0.025 0.008.00 0.15 0.30 0.45 Relative Water depth ( h / L ) 0.80 ( Fy / Pg HD ) 0.100 0.075 DODOO d / D ...
... Relative Positions of the Wave 0.100 0.075 d / D = 0.000 ..... h / D = 5.000 h / D = 5.625 h / D = 6.250 h / D = 6.875 0.050 0.025 0.008.00 0.15 0.30 0.45 Relative Water depth ( h / L ) 0.80 ( Fy / Pg HD ) 0.100 0.075 DODOO d / D ...
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