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 71
... leak was 0.6 km upstream te . This proved the system to minimize spill volumes e time . oward minimizing spillage is location and repair of the leak . ction of the leak detection to identify leak locations . diate dispatch of the ground ...
... leak was 0.6 km upstream te . This proved the system to minimize spill volumes e time . oward minimizing spillage is location and repair of the leak . ction of the leak detection to identify leak locations . diate dispatch of the ground ...
Page 72
... leak cation ( 1 , 2 ) . Leak detection and rely on modelling pipeline operating Omparing the model to measured There are two methods of leak ed in LEAKSTOP , pressure wave leak terial balance . Both methods of leak currently , but are ...
... leak cation ( 1 , 2 ) . Leak detection and rely on modelling pipeline operating Omparing the model to measured There are two methods of leak ed in LEAKSTOP , pressure wave leak terial balance . Both methods of leak currently , but are ...
Page 72
... leak detection and location ( 1 , 2 ) . Leak detection and location methods rely on modelling pipeline operating conditions and comparing the model to measured pipeline data . There are two methods of leak detection employed in LEAKSTOP ...
... leak detection and location ( 1 , 2 ) . Leak detection and location methods rely on modelling pipeline operating conditions and comparing the model to measured pipeline data . There are two methods of leak detection employed in LEAKSTOP ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
33 other sections not shown
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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