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 179
... temperature at ten equally spaced points on each pipeline . This modification helped to generate sufficient number of temperature points between two adjacent nodes to plot and represent the temperature profiles . Nodes are points where ...
... temperature at ten equally spaced points on each pipeline . This modification helped to generate sufficient number of temperature points between two adjacent nodes to plot and represent the temperature profiles . Nodes are points where ...
Page 180
... temperature profile along the pipeline route . A comprehensive temperature profile study of the entire network is necessary to report points and pipe segments that are prone to high stresses . In conjunction with this study , a detailed ...
... temperature profile along the pipeline route . A comprehensive temperature profile study of the entire network is necessary to report points and pipe segments that are prone to high stresses . In conjunction with this study , a detailed ...
Page 50
... temperature was relatively large . Water temperature got lower gradually af- ter the middle of September and dropped under 20 ° C at the end of October . The diurnal change which is mainly caused by heat flux through the sea surface ...
... temperature was relatively large . Water temperature got lower gradually af- ter the middle of September and dropped under 20 ° C at the end of October . The diurnal change which is mainly caused by heat flux through the sea surface ...
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