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 76
... Reference Units for Target Safety Levels Required minimal reliability levels only make sense together with a specification of a certain reference unit . The reference time period should reflect the nature of the failure and is normally ...
... Reference Units for Target Safety Levels Required minimal reliability levels only make sense together with a specification of a certain reference unit . The reference time period should reflect the nature of the failure and is normally ...
Page 191
... reference water volume fraction . 3.3 Venturi - Densitometer Eq . ( 21 ) was verified in multiphase flow experimentally . Since the difference of density and velocity between oil and water are less than that between liquid and gas ...
... reference water volume fraction . 3.3 Venturi - Densitometer Eq . ( 21 ) was verified in multiphase flow experimentally . Since the difference of density and velocity between oil and water are less than that between liquid and gas ...
Page 192
... reference water volume fraction . REFERENCES Aya , I. , 1975 , " A Model to Calculate Mass Flow Rate and Other Quantities of Two Phase Flow in a Pipe with a Densitometer , a Drag Disk , and a Turbine Meter " , ORNL / TM - 4759 . Frank ...
... reference water volume fraction . REFERENCES Aya , I. , 1975 , " A Model to Calculate Mass Flow Rate and Other Quantities of Two Phase Flow in a Pipe with a Densitometer , a Drag Disk , and a Turbine Meter " , ORNL / TM - 4759 . Frank ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
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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