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 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 ) ...
Page 53
Depth ( m ) 246 Depth ( m ) 8 20 0 Depth ( m ) Depth ( m ) Depth ( m ) 3 Depth ( m ) 20 21 -Station A Station B 22 23 24 25 26 27 Temperature ( ° C ) བ་ - བ་ 00:00 hr 0 Depth ( m ) Depth ( m ) 8 8 20 21 22 23 24 25 26 27 20 21 ...
Depth ( m ) 246 Depth ( m ) 8 20 0 Depth ( m ) Depth ( m ) Depth ( m ) 3 Depth ( m ) 20 21 -Station A Station B 22 23 24 25 26 27 Temperature ( ° C ) བ་ - བ་ 00:00 hr 0 Depth ( m ) Depth ( m ) 8 8 20 21 22 23 24 25 26 27 20 21 ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength