Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 51
Page 109
... position using LBL sub - sea positioning placing the concrete lateral counteract monitoring position , settlement and tilting ( if necessary lifting , repositioning and remonitoring the concrete lateral counteract ) document the final ...
... position using LBL sub - sea positioning placing the concrete lateral counteract monitoring position , settlement and tilting ( if necessary lifting , repositioning and remonitoring the concrete lateral counteract ) document the final ...
Page 141
... position relative to the transponders by a visual or sonar picture . The laybarge position was adjusted , as necessary , to move the pipe to the correct touchdown position based upon these transponder or ROV touchdown positions . A ...
... position relative to the transponders by a visual or sonar picture . The laybarge position was adjusted , as necessary , to move the pipe to the correct touchdown position based upon these transponder or ROV touchdown positions . A ...
Page 184
... position W1 W2 [ cm ] position W 0.0 [ cm ] 0.0 -6.0 3 6.0 -0.2 9 12 3 9 12 1.0 position W3 W4 [ cm ] position W3 W4 0.0 [ cm ] 0.0 -6.0 3 -1.0 Impact 6 time [ s ] 9 12 3 6 Impact time [ s ] 9 12 Q : Lateral excitation of TOSC T = 0.96 ...
... position W1 W2 [ cm ] position W 0.0 [ cm ] 0.0 -6.0 3 6.0 -0.2 9 12 3 9 12 1.0 position W3 W4 [ cm ] position W3 W4 0.0 [ cm ] 0.0 -6.0 3 -1.0 Impact 6 time [ s ] 9 12 3 6 Impact time [ s ] 9 12 Q : Lateral excitation of TOSC T = 0.96 ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
14 other sections not shown
Other editions - View all
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