Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 70
... performed at this time due to the unavailability of butane . Full scale leak tests of 14.4 m3 / hr , 3.7 m3 / hr and 1 m3 / hr were conducted as part of the SAT . Upon completion of SAT , which took approximately one week , it was ...
... performed at this time due to the unavailability of butane . Full scale leak tests of 14.4 m3 / hr , 3.7 m3 / hr and 1 m3 / hr were conducted as part of the SAT . Upon completion of SAT , which took approximately one week , it was ...
Page 120
... performed in the early seventies nding the large amount of data available rch projects performed in the late seventies = first eighties . VS project the problem was faced in a more c manner where the most typical aspects of a ed free ...
... performed in the early seventies nding the large amount of data available rch projects performed in the late seventies = first eighties . VS project the problem was faced in a more c manner where the most typical aspects of a ed free ...
Page 322
... performed well up to pressures of 33 MPa . Instrumentation All of the conventional instru ( extensiometers , pressure gauges , load pi pressure cells , survey equipment and slope in performed well and no changes are recommended The ...
... performed well up to pressures of 33 MPa . Instrumentation All of the conventional instru ( extensiometers , pressure gauges , load pi pressure cells , survey equipment and slope in performed well and no changes are recommended The ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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Common terms and phrases
acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone