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 U.S. Bureau of Mines or is calculated by using the equation of state method which is based on gas composition . The measurements by Chandler dew point tester are manual and are made visually by an operator whereas the ...
... developed by the U.S. Bureau of Mines or is calculated by using the equation of state method which is based on gas composition . The measurements by Chandler dew point tester are manual and are made visually by an operator whereas the ...
Page 179
... develop the grade X- 100 line pipes . The X - 80 and X - 100 grade line pipes have been developed by the , quenched and tempered process after forming the pipe . The heat treated pipes can provide high strength and high toughness even ...
... develop the grade X- 100 line pipes . The X - 80 and X - 100 grade line pipes have been developed by the , quenched and tempered process after forming the pipe . The heat treated pipes can provide high strength and high toughness even ...
Page 317
... developed by Batelle to model low strain stress in soil . A simple " geometric " model developed by EPR to calculate gross soil movements within a log spiral passive wedge . " PIPLIN III " which was developed by SSD Engineering ...
... developed by Batelle to model low strain stress in soil . A simple " geometric " model developed by EPR to calculate gross soil movements within a log spiral passive wedge . " PIPLIN III " which was developed by SSD Engineering ...
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