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 production phase of development as much as possible . The cost of pipelines has been very high and in many cases marginal field development has been eliminated because of these high costs . Therefore , it is the objective ...
... costs for the production phase of development as much as possible . The cost of pipelines has been very high and in many cases marginal field development has been eliminated because of these high costs . Therefore , it is the objective ...
Page 366
... cost is : Mechanical Connectors ( least expensive ) , Surface Welding , and Hyperbaric Welding ( most expensive ) . Detailed analysis of relative repair times and costs , as given in Table II and its appendices ( 2 ) , verify the forgoing ...
... cost is : Mechanical Connectors ( least expensive ) , Surface Welding , and Hyperbaric Welding ( most expensive ) . Detailed analysis of relative repair times and costs , as given in Table II and its appendices ( 2 ) , verify the forgoing ...
Page 371
... cost per day $ 85M Estimated spread cost $ 808M Estimated Mob./Demob.costs $ 460M $ 115M $ 1783M $ 460M $ 115M $ 2128M $ 460M Estimated cost for repair excluding survey & testing $ 978M $ 2243M $ 2588M excluding 1,2,3 , & 11 Estimated ...
... cost per day $ 85M Estimated spread cost $ 808M Estimated Mob./Demob.costs $ 460M $ 115M $ 1783M $ 460M $ 115M $ 2128M $ 460M Estimated cost for repair excluding survey & testing $ 978M $ 2243M $ 2588M excluding 1,2,3 , & 11 Estimated ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
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analysis applied Arctic areas assumed axial bending bottom boundary calculated caused coefficient combined compared Conference considered corrosion crack cylinder depth determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow free span frequency function given ground hydrodynamic increase influence installation International layer leak detection length lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relative resistance response riser roughness sand scour seabed shown shows simulated soil solution steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding