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 150
... diameter of 1.3 mm could be ted and located . The sensitivity of sure to temperature change is 14 Kpa per e Celsius and the 1 % pressure drop 1g tes to a temperature drop of 9 degrees . If a defect of this size were present a leak test ...
... diameter of 1.3 mm could be ted and located . The sensitivity of sure to temperature change is 14 Kpa per e Celsius and the 1 % pressure drop 1g tes to a temperature drop of 9 degrees . If a defect of this size were present a leak test ...
Page 272
... diameter risers . For ce , this distance maybe adjusted downward as is 2.64 metres for the 508 mm riser when the I clamp elevation is increased by 5 metres . sible Combined Stress ; mentioned earlier , the permissible combined has been ...
... diameter risers . For ce , this distance maybe adjusted downward as is 2.64 metres for the 508 mm riser when the I clamp elevation is increased by 5 metres . sible Combined Stress ; mentioned earlier , the permissible combined has been ...
Page 304
... DIAMETER o 8 inch DIAMETER 5 1 2 DISTANCE 44.5 3 3.5 Ka COMPOSITION D1 - 4 inch DIAMETER D8 inch DIAMETER 6 inch DIAMETER 0 5 1 1.5 2 20STANCE RM 5 5 33.56 Km COMPOSITION A 14 inch DIAMETER o 18 inch DIAMETER COMPOSITION D1 14 inch ...
... DIAMETER o 8 inch DIAMETER 5 1 2 DISTANCE 44.5 3 3.5 Ka COMPOSITION D1 - 4 inch DIAMETER D8 inch DIAMETER 6 inch DIAMETER 0 5 1 1.5 2 20STANCE RM 5 5 33.56 Km COMPOSITION A 14 inch DIAMETER o 18 inch DIAMETER COMPOSITION D1 14 inch ...
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