Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 2
... meters ) water depth at the wellheads to 1550 foot ( 470 meters ) water depth at the Green Canyon Block 29 template . The shallow water flowline runs from approximately 1450 foot ( 440 meters ) water depth at the 999-1 wellhead to the ...
... meters ) water depth at the wellheads to 1550 foot ( 470 meters ) water depth at the Green Canyon Block 29 template . The shallow water flowline runs from approximately 1450 foot ( 440 meters ) water depth at the 999-1 wellhead to the ...
Page 4
... meters ) and be placed accurately in a target of approximately 70 x 90 feet ( 21x 27 meters ) at a 2300 foot ( 700 meters ) depth . After this , the sled and pipe must be floated off the seabed , deflected 1000 feet ( 305 meters ) and ...
... meters ) and be placed accurately in a target of approximately 70 x 90 feet ( 21x 27 meters ) at a 2300 foot ( 700 meters ) depth . After this , the sled and pipe must be floated off the seabed , deflected 1000 feet ( 305 meters ) and ...
Page 215
... meter factor vs. rate curves for each of the meters . ( SEE FIGURE # 12 ) . These curves served two purposes . First , they provided us with a method for determining the acceptability of a meter . If the curve was too steep it would ...
... meter factor vs. rate curves for each of the meters . ( SEE FIGURE # 12 ) . These curves served two purposes . First , they provided us with a method for determining the acceptability of a meter . If the curve was too steep it would ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
9 | 123 |
Copyright | |
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amplitude analysis applied Arctic Engineering axial base metal bending Buckle length buckling bundle calculated coefficient compressor Conference on Offshore corrosion crack curvature deformation developed diameter displacement ductile effect Eighth International Conference electrodes equation explosive welding failure flaw flow rate gas turbine geometry heat horizontal hydrodynamic hydrodynamic forces hydrogen inertial installation laboratory length lift force line pipe liquid load maximum measured Mechanics and Arctic meters method monitoring natural burial Offshore Mechanics Offshore Technology Conference operation parameters predicted present pressure problem procedure ratio reheated reliability repair resistance response rockdumps sand SAW metal scour depth seabed shown in Figure simulation Snøhvit soft zone soil Sørøya sour gas span Statoil steel stress structural submarine pipelines submerged arc welding Sumer surface Table Technology temperature tion tool trench velocity vertical vibration viscometer viscosity vortex vortex shedding wave