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 276
... Configuration of Intervention Works On the basis of the above analyses , the final intervention work configuration is based on the increased axial reaction concept , and is summarized in Tab . 2. With the increased laying tension , the ...
... Configuration of Intervention Works On the basis of the above analyses , the final intervention work configuration is based on the increased axial reaction concept , and is summarized in Tab . 2. With the increased laying tension , the ...
Page 279
... configuration . For large diameter pipelines in severe seabed topography , traditional solutions may not be feasible , or they do involve unacceptable costs and schedule restraints . This paper deals with an alternative approach , which ...
... configuration . For large diameter pipelines in severe seabed topography , traditional solutions may not be feasible , or they do involve unacceptable costs and schedule restraints . This paper deals with an alternative approach , which ...
Page 283
... configuration . An overall evaluation has to be based on the vertical seabed profile and the corresponding available effective compression force . The seabed profile determines locations which can be used for initiation of pipeline ...
... configuration . An overall evaluation has to be based on the vertical seabed profile and the corresponding available effective compression force . The seabed profile determines locations which can be used for initiation of pipeline ...
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