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 288
... phase inversion point . In order to investigate the pipe flow behaviour of liquid - liquid dispersions , an ... phase viscosity respectively and is the dispersed phase volume fraction . This relationship predicts a break in viscosity at ...
... phase inversion point . In order to investigate the pipe flow behaviour of liquid - liquid dispersions , an ... phase viscosity respectively and is the dispersed phase volume fraction . This relationship predicts a break in viscosity at ...
Page 290
... phase flow . In the same figures the experimental results are also compared with the predictions of the homogeneous model . In this case the two - phase pressure gradient is calculated from the following equation : where , 2 fum2 Pm ...
... phase flow . In the same figures the experimental results are also compared with the predictions of the homogeneous model . In this case the two - phase pressure gradient is calculated from the following equation : where , 2 fum2 Pm ...
Page 291
... phase turbulence , the continuous phase Reynolds number can be used in the above equation . By using the experimental friction factors , the von Karman factor k can be estimated and the results are shown in Figures 8 and 9 for the steel ...
... phase turbulence , the continuous phase Reynolds number can be used in the above equation . By using the experimental friction factors , the von Karman factor k can be estimated and the results are shown in Figures 8 and 9 for the steel ...
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