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 120
... performed in the early seventies notwithstanding the large amount of data available from research projects performed in the late seventies and in the first eighties . For the SVS project the problem was faced in a more systematic manner ...
... performed in the early seventies notwithstanding the large amount of data available from research projects performed in the late seventies and in the first eighties . For the SVS project the problem was faced in a more systematic manner ...
Page 284
... performed using a proprietary nodal analysis simulation model and an IBM PC . Objective The objectives of nodal analysis are : 1. To determine at what rate a producing well or pipeline system flows , given the tubing and pipe sizes ...
... performed using a proprietary nodal analysis simulation model and an IBM PC . Objective The objectives of nodal analysis are : 1. To determine at what rate a producing well or pipeline system flows , given the tubing and pipe sizes ...
Page 322
... performed well up to pressures of 33 MPa . Instrumentation All of the conventional instrumentation ( extensiometers , pressure gauges , load pins , total pressure cells , survey equipment and slope indicators ) performed well and no ...
... performed well up to pressures of 33 MPa . Instrumentation All of the conventional instrumentation ( extensiometers , pressure gauges , load pins , total pressure cells , survey equipment and slope indicators ) performed well and no ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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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