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 18
... BOTTOM CURRENTS Current flow near the bottom can be divided into an outer zone and an inner zone . The outer zone is far from the seabed where the current velocity varies only slightly in the horizontal direction and the current flow is ...
... BOTTOM CURRENTS Current flow near the bottom can be divided into an outer zone and an inner zone . The outer zone is far from the seabed where the current velocity varies only slightly in the horizontal direction and the current flow is ...
Page 91
... bottom of Mega - Float for supplying judgment tools to repair and maintain it . ROV system realizes monitoring the corrosive condition of metal structures soaked in seawater and the occurrence of abnormal deformations by wave and ...
... bottom of Mega - Float for supplying judgment tools to repair and maintain it . ROV system realizes monitoring the corrosive condition of metal structures soaked in seawater and the occurrence of abnormal deformations by wave and ...
Page 237
... bottom emergence occurs and the air comes into the bottom of the model ( Fig.6 ( a ) ) . Next , the free surface rises , pushing out the air which has come into the model bottom ( Fig.6 ( b ) ) , and the bottom touches free surface ...
... bottom emergence occurs and the air comes into the bottom of the model ( Fig.6 ( a ) ) . Next , the free surface rises , pushing out the air which has come into the model bottom ( Fig.6 ( b ) ) , and the bottom touches free 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