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 187
... costs for the y n phase of development as much as The cost of pipelines has been very high any cases marginal field development has minated because of these high costs . , it is the objective of the engineer to uch as possible existing ...
... costs for the y n phase of development as much as The cost of pipelines has been very high any cases marginal field development has minated because of these high costs . , it is the objective of the engineer to uch as possible existing ...
Page 293
... cost aspect inspired a continued investigation of the Prorock slug catcher . The cost of a conventional pressure vessel designed for 100 barg costs about USD 600g per m volume , i.e. 3/4 to 1 ton steel per m volume will be required ...
... cost aspect inspired a continued investigation of the Prorock slug catcher . The cost of a conventional pressure vessel designed for 100 barg costs about USD 600g per m volume , i.e. 3/4 to 1 ton steel per m volume will be required ...
Page 371
... cost per day $ 85M $ 115M $ 115M Estimated spread cost $ 808M $ 1783M Estimated Mob./Demob.costs $ 460M $ 460M Estimated cost for repair excluding survey & testing $ 978M $ 2243M $ 2128M $ 460M $ 2588M ( if needed ) Cut pipe and clean ...
... cost per day $ 85M $ 115M $ 115M Estimated spread cost $ 808M $ 1783M Estimated Mob./Demob.costs $ 460M $ 460M Estimated cost for repair excluding survey & testing $ 978M $ 2243M $ 2128M $ 460M $ 2588M ( if needed ) Cut pipe and clean ...
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