Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 354
... determine Figure 1a and 1b and thus , the retest interval for a pipeline are incorporated in RETEST 1.0 . To run ... determines the initial flaw sizes that could survive the hydrostatic test . In reality , an infinite number of such ...
... determine Figure 1a and 1b and thus , the retest interval for a pipeline are incorporated in RETEST 1.0 . To run ... determines the initial flaw sizes that could survive the hydrostatic test . In reality , an infinite number of such ...
Page 385
... determine the most cost - effective option . Pipeline system optimization is generally undertaken to determine the optimum pipe size , compression facilities , pipeline route , operating pressure , and storage facilities , if required ...
... determine the most cost - effective option . Pipeline system optimization is generally undertaken to determine the optimum pipe size , compression facilities , pipeline route , operating pressure , and storage facilities , if required ...
Page 386
... determine the feasibility of proposed pipeline projects , the pipeline system planner needs to evaluate the ability of the candidate system to meet operating system conditions , design and environmental standards and codes , and also ...
... determine the feasibility of proposed pipeline projects , the pipeline system planner needs to evaluate the ability of the candidate system to meet operating system conditions , design and environmental standards and codes , and also ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone