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 55
... developed by the s calculated by using the equation based on gas composition . The I dew point tester are manual and operator whereas the accuracy of s highly dependent on the extent ocarbon tail . ure the dew points in an automatic a ...
... developed by the s calculated by using the equation based on gas composition . The I dew point tester are manual and operator whereas the accuracy of s highly dependent on the extent ocarbon tail . ure the dew points in an automatic a ...
Page 179
... develop the grade X- 00 line pipes . There are the suitable rolling technology and welding technology . the field ... developed by wenth International Conference on anics and Arctic Engineering applying the TMCP process . Many factors ...
... develop the grade X- 00 line pipes . There are the suitable rolling technology and welding technology . the field ... developed by wenth International Conference on anics and Arctic Engineering applying the TMCP process . Many factors ...
Page 228
... developed clad pipes les improved corrosion resistance of the ' s , good field weldability and good qualities of ched bent pipes . References Taira , O. Hirano , Y. Nishino , T. Kitada , and Y. Naganawa ; " Duplex Stainless Steel Pipe ...
... developed clad pipes les improved corrosion resistance of the ' s , good field weldability and good qualities of ched bent pipes . References Taira , O. Hirano , Y. Nishino , T. Kitada , and Y. Naganawa ; " Duplex Stainless Steel Pipe ...
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