Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 14
... method and equipment for laying the pipe , and the extent to which the pipe must be lowered . For both options periodic maintenance is needed . CONSTRUCTION METHODS The method selected to install pipelines in shore approaches depends on ...
... method and equipment for laying the pipe , and the extent to which the pipe must be lowered . For both options periodic maintenance is needed . CONSTRUCTION METHODS The method selected to install pipelines in shore approaches depends on ...
Page 48
... method practicality Technical and economic risk analysis BC Gas was responsible for the pipeline design and specified the linepipe to be able to accommodate alternative installation methods to encourage competitive bidding . The ...
... method practicality Technical and economic risk analysis BC Gas was responsible for the pipeline design and specified the linepipe to be able to accommodate alternative installation methods to encourage competitive bidding . The ...
Page 573
... Method Calibration of Deflection Force ( FEM Results , Cantilever Simplified Model , and Catenary Simplified Model Comparison ) 400 F ( kN ) 300 Seabed Friction Factor 200 100 x ( m ) 200 400 600 800 y ( m ) Fig . 11 : Deflect - to ...
... Method Calibration of Deflection Force ( FEM Results , Cantilever Simplified Model , and Catenary Simplified Model Comparison ) 400 F ( kN ) 300 Seabed Friction Factor 200 100 x ( m ) 200 400 600 800 y ( m ) Fig . 11 : Deflect - to ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength