Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 78
... Norwegian 01A 16319 3.6 4 3000 Trench ( 529000E to 01B 16319 10 5 3000 545000E ) BA 16600 1.0 Norwegian 02A 31392 0.5 52 2500 3000 Trench ( 550000E to 02B 32012 5.0 3 3000 580000E ) 02C 30073 20 3 4000 02D 32184 12 2 3000 BA 31097 0.5 ...
... Norwegian 01A 16319 3.6 4 3000 Trench ( 529000E to 01B 16319 10 5 3000 545000E ) BA 16600 1.0 Norwegian 02A 31392 0.5 52 2500 3000 Trench ( 550000E to 02B 32012 5.0 3 3000 580000E ) 02C 30073 20 3 4000 02D 32184 12 2 3000 BA 31097 0.5 ...
Page 85
... Norwegian Trench ( NT ) ; Western Slope of the Sill ( WSS ) ; Top of the Sill ( TS ) ; Eastern Slope of the Sill ( ESS ) , including the Deep Depression ( DD ) where the maximum depth of 540 m is reached ; Inner Fensfjorden ( IF ) ...
... Norwegian Trench ( NT ) ; Western Slope of the Sill ( WSS ) ; Top of the Sill ( TS ) ; Eastern Slope of the Sill ( ESS ) , including the Deep Depression ( DD ) where the maximum depth of 540 m is reached ; Inner Fensfjorden ( IF ) ...
Page 267
... Norwegian Trench . The axial compressive force caused by operating loads , may be released in one location and give rise to large lateral deflections in a single buckle . Bending strains may reach unacceptable levels if the axial ...
... Norwegian Trench . The axial compressive force caused by operating loads , may be released in one location and give rise to large lateral deflections in a single buckle . Bending strains may reach unacceptable levels if the axial ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
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Common terms and phrases
analysis applied Arctic Engineering ASME assessment axial bending borehole buckling buckling length calculated Castorano configuration construction corrosion curve defects Det Norske Veritas diameter displacement dynamic effect factor failure Fensfjorden Figure fjord flexible pipe flow free span friction GTAW hoop stress horizontal impact installation interaction intervention J-lay Kollsnes landfall lateral counteracts laybarge laying length limit load martensitic material maximum Mechanics and Arctic meter Mongstad movement Norske Shell Norwegian Norwegian Trench Offshore Mechanics offshore pipelines operation parameters performed pipe material pipelay pipeline route Pipeline Technology post-lay pre-lay prebent section pressure pull-in riser rock safety seabed seismic shear strength slope soil spool stability Statoil steel stinger strain strength subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe