Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 149
... Figure 6. For this example , the design pipe displacement limits are : 20 ft and 40 ft . 20 - ft is the displace- ment limit for the base case design , 40 ft is used to investigate the effect of allowable displacement on pipe weight ...
... Figure 6. For this example , the design pipe displacement limits are : 20 ft and 40 ft . 20 - ft is the displace- ment limit for the base case design , 40 ft is used to investigate the effect of allowable displacement on pipe weight ...
Page 168
... FIGURE 5 H SECT HEAT TRACING 6 " FLOWLINE / SECT HYDRATE SUPPRESANT 2.5 " ANNULUS ACCESS LINE With the success of the " Drake F - 76 " well and pipeline installation , Polar Gas , AOGA and AOPA experience , the next step was to ...
... FIGURE 5 H SECT HEAT TRACING 6 " FLOWLINE / SECT HYDRATE SUPPRESANT 2.5 " ANNULUS ACCESS LINE With the success of the " Drake F - 76 " well and pipeline installation , Polar Gas , AOGA and AOPA experience , the next step was to ...
Page 172
... FIGURE - 16 FRONT pipeline that was installed using the first diverless " deflect - to - connect " tie - ins . Figure 6 - The permafrost ten - foot diameter artificially grown protection system used for the first 1000 - feet of " Drake ...
... FIGURE - 16 FRONT pipeline that was installed using the first diverless " deflect - to - connect " tie - ins . Figure 6 - The permafrost ten - foot diameter artificially grown protection system used for the first 1000 - feet of " Drake ...
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Common terms and phrases
actuator analysis applied assessment axial ball valve Beaufort Sea bending bifurcation break-out buckling calculations check valve circumferential Cisco field coefficient collapse corrosion crack ensembles crack tip damage deformation density distribution effect equations ESD valve Figure flow force fracture fracture mechanics free span function HAZ toughness Houston hydrodynamic ice feature ice hole ice keel ice scour increase installation layer length line pipe Lougheed Island material maximum method mode shape Offshore Mechanics Offshore Technology Conference on-bottom stability parameters partial safety factors pearlite permafrost pipe displacement pipe weight pipeline plastic plate platform predicted pressure procedure radial ratio reliability riser rupture scour hole seabed seastate shows simulated Sotberg stability design strength stress structure Submarine Pipelines subsea subsea ESD surface Table tensile tensile strength tracers tube uncertainty values variables velocity vertical wave yield strength