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 2
... tunnel and a 3.5 km common subsea tunnel approach corridor ( ' nearshore area ' ) . This landfall is prepared such that a future wet and dry gas pipeline ( designated P12 and P57 respectively ) can easily be accommodated . Tunnel and ...
... tunnel and a 3.5 km common subsea tunnel approach corridor ( ' nearshore area ' ) . This landfall is prepared such that a future wet and dry gas pipeline ( designated P12 and P57 respectively ) can easily be accommodated . Tunnel and ...
Page 128
... tunnel offshore exit is taken as 400 kN . PRE - LAY SLEEPER -400.00 83.800 83.900 84.000 84.100 84.200 84.300 84.400 ... Tunnel Nominal Configuration Frictional Resistance from Tunnel Drilling Tolerances ( 0-300 metres of tunnel ...
... tunnel offshore exit is taken as 400 kN . PRE - LAY SLEEPER -400.00 83.800 83.900 84.000 84.100 84.200 84.300 84.400 ... Tunnel Nominal Configuration Frictional Resistance from Tunnel Drilling Tolerances ( 0-300 metres of tunnel ...
Page 135
... tunnel offshore exit emerging some 315 metres below the water surface . The nominal tunnel profile in the vertical plane , shown in Figure 3. starts with a 30 degree constant slope running into a 19 degree constant slope via a curved ...
... tunnel offshore exit emerging some 315 metres below the water surface . The nominal tunnel profile in the vertical plane , shown in Figure 3. starts with a 30 degree constant slope running into a 19 degree constant slope via a curved ...
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