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
addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld