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 36
... spool fabrication , to ensure adequate matching . The layout of the tunnel piercing and tie - in area is depicted in Figure 2 . Pipelay of P10 / 11 would finish September - October 1995 and delaying their tunnel tie - in operations that ...
... spool fabrication , to ensure adequate matching . The layout of the tunnel piercing and tie - in area is depicted in Figure 2 . Pipelay of P10 / 11 would finish September - October 1995 and delaying their tunnel tie - in operations that ...
Page 37
... spool lengths were almost double the deck width and the sling height was such that it was not possible to lift the spools onto the deck because of the maximum hook height . The spools would therefore have to be seafastened at a location ...
... spool lengths were almost double the deck width and the sling height was such that it was not possible to lift the spools onto the deck because of the maximum hook height . The spools would therefore have to be seafastened at a location ...
Page 39
... spools were superimposed on the original theoretical spool profiles . This information determined the final spool dimensions . Phase 1. Regalia The fabrication of the four spool pieces were completed at the CCB and they were located on ...
... spools were superimposed on the original theoretical spool profiles . This information determined the final spool dimensions . Phase 1. Regalia The fabrication of the four spool pieces were completed at the CCB and they were located on ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
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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