Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 75
Page 10
... length scales obtained in Phase 1 were comparable to the length scales obtained in Phase 2. The tendency was that there was an increase in turbulence length scales with increased mean velocities . The reading made by the Ott - meter ...
... length scales obtained in Phase 1 were comparable to the length scales obtained in Phase 2. The tendency was that there was an increase in turbulence length scales with increased mean velocities . The reading made by the Ott - meter ...
Page 152
... length ratio X / L = 0.25 in various wave headings . The elastic deformations are calculated by using 60 modes . In ... Length 300 ( m ) Width 60 ( m ) 0.4 0.0 -0.4 Wave incident angle : x = 135 ° Length 300 ( m ) Width 60 ( m ) 0.4 0.0 ...
... length ratio X / L = 0.25 in various wave headings . The elastic deformations are calculated by using 60 modes . In ... Length 300 ( m ) Width 60 ( m ) 0.4 0.0 -0.4 Wave incident angle : x = 135 ° Length 300 ( m ) Width 60 ( m ) 0.4 0.0 ...
Page 241
... length to structure length ratio ) ranging from 0.03 to 0.5 . The experimental results of wave - exciting forces and hydrodynamic pressures are mainly presented in the form of non- dimensional graphs showing variations along the length ...
... length to structure length ratio ) ranging from 0.03 to 0.5 . The experimental results of wave - exciting forces and hydrodynamic pressures are mainly presented in the form of non- dimensional graphs showing variations along the length ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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