Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 163
... depth and burial depth on wave - induced pressure on the buried pipeline . Seepage force that is acting on the pipeline is also calculated by integrating this pressure distribution . Experimental result indicates that the magnitude of ...
... depth and burial depth on wave - induced pressure on the buried pipeline . Seepage force that is acting on the pipeline is also calculated by integrating this pressure distribution . Experimental result indicates that the magnitude of ...
Page 165
... depth of the pipeline , the sand bed below the pipeline was prepared . Later the pipeline was kept over it and was clamped at both the ends . Then the pipeline was buried for the full depth of the test pit . The sand was filled in its ...
... depth of the pipeline , the sand bed below the pipeline was prepared . Later the pipeline was kept over it and was clamped at both the ends . Then the pipeline was buried for the full depth of the test pit . The sand was filled in its ...
Page 166
... depth : The effect of water depth ( h / D ) on dimensionless pore pressure ( P / yH ) can be seen for different burial depths from Figs . 13 and 14 for a particular relative seabed thickness factor ( d / L ) . As the water depth ( h / D ) ...
... depth : The effect of water depth ( h / D ) on dimensionless pore pressure ( P / yH ) can be seen for different burial depths from Figs . 13 and 14 for a particular relative seabed thickness factor ( d / L ) . As the water depth ( h / D ) ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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