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 191
... measured , then void fraction a were calculated with Eq . ( 18 ) from the average velocity " M in the Eq . ( 31 ) , the gas density po and water density PL . lo + LL " μ = A1 ( 31 ) The differential pressure was measured by a digital ...
... measured , then void fraction a were calculated with Eq . ( 18 ) from the average velocity " M in the Eq . ( 31 ) , the gas density po and water density PL . lo + LL " μ = A1 ( 31 ) The differential pressure was measured by a digital ...
Page 200
... Measured Q × 10 ( m3 / s ] 15 Sc 200μm 1.12L ã¡ • j = αj 10- 0.9QL ας 60 % 70 % A 80 % A 90 % 15 5 ( b ) Case with ã I j = α j 10 Measured Q × 103 [ m3 / s ] Fig.11- Comparison between measured and predicted real flow rate in two ...
... Measured Q × 10 ( m3 / s ] 15 Sc 200μm 1.12L ã¡ • j = αj 10- 0.9QL ας 60 % 70 % A 80 % A 90 % 15 5 ( b ) Case with ã I j = α j 10 Measured Q × 103 [ m3 / s ] Fig.11- Comparison between measured and predicted real flow rate in two ...
Page 234
... measured values , which have been estimated by the bending test of the aluminum honeycomb panels . From the table , we can find that measured values are almost close to design values of models . Hereafter , in this paper , the measured ...
... measured values , which have been estimated by the bending test of the aluminum honeycomb panels . From the table , we can find that measured values are almost close to design values of models . Hereafter , in this paper , the measured ...
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