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
... Pipeline Technology ASME 1997 M.R. Pranesh Professor & Head M. Raghava Rao Research Scholar ABSTRACT An experimental investigation has been presented in this paper to predict the dynamic pore pressure on a pipeline buried in a sand bed ...
... Pipeline Technology ASME 1997 M.R. Pranesh Professor & Head M. Raghava Rao Research Scholar ABSTRACT An experimental investigation has been presented in this paper to predict the dynamic pore pressure on a pipeline buried in a sand bed ...
Page 166
... pipeline . At higher burial depths ( d / D = 0.75 and 1.00 ) , the variation of pressure with water depth appears to be linear . Variation of Pressure on Buried Pipeline with Relative Position of the Wave : In the previous sections ...
... pipeline . At higher burial depths ( d / D = 0.75 and 1.00 ) , the variation of pressure with water depth appears to be linear . Variation of Pressure on Buried Pipeline with Relative Position of the Wave : In the previous sections ...
Page 233
... pipelines . INTRODUCTION In recent years the advances in pipeline inspection techniques have been formidable . Tools which only a few years ago were but a pipedream for the pipeline inspector are now a reality . - Only a few years ago ...
... pipelines . INTRODUCTION In recent years the advances in pipeline inspection techniques have been formidable . Tools which only a few years ago were but a pipedream for the pipeline inspector are now a reality . - Only a few years ago ...
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