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
... leak detection system met the functional design and performance specifications . addition , ongoing leak tests are planned . The Factory Acceptance Test ( FAT ) program was conducted to demonstrate the correct functioning of the leak ...
... leak detection system met the functional design and performance specifications . addition , ongoing leak tests are planned . The Factory Acceptance Test ( FAT ) program was conducted to demonstrate the correct functioning of the leak ...
Page 71
... leak was 0.6 km upstream of the actual leak site . This proved the effectiveness of the system to minimize spill volumes and personnel response time . SPILLAGE CONTAINMENT The first step toward minimizing spillage is expedient detection ...
... leak was 0.6 km upstream of the actual leak site . This proved the effectiveness of the system to minimize spill volumes and personnel response time . SPILLAGE CONTAINMENT The first step toward minimizing spillage is expedient detection ...
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 | |
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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