Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 260
DESNATCH PRESSURE OPPE - LINE ( KG ) 2D 40 po 12000 MINTRESS NECMO MAX WORKING PRESSURE TERMINAL O PIPE LINE RATED DISCM . MESS Y COMPRESSOR AT 1OO % COMPR FLOW RATE DISCH.PRESS SUCTION PRESS . GAS MOL . DIA OF HP SPEED ( MMSCMO ( KG ...
DESNATCH PRESSURE OPPE - LINE ( KG ) 2D 40 po 12000 MINTRESS NECMO MAX WORKING PRESSURE TERMINAL O PIPE LINE RATED DISCM . MESS Y COMPRESSOR AT 1OO % COMPR FLOW RATE DISCH.PRESS SUCTION PRESS . GAS MOL . DIA OF HP SPEED ( MMSCMO ( KG ...
Page 289
The loading consisted of a sequence of pressure steps each of which was followed by a hold time . cedure involved an initial pressure step of several hundred psi followed by smaller st ps in which the hold - time was set based on the ...
The loading consisted of a sequence of pressure steps each of which was followed by a hold time . cedure involved an initial pressure step of several hundred psi followed by smaller st ps in which the hold - time was set based on the ...
Page 290
6 Results for full - scale test CR9-1 to a failure pressure of 1100 psi , with crack extension of about 0.34 inch . Crack No. 7 1000 * y * Crack No. 8 CR9-2 : Cracks 7 and 8 Actual size of termination : 1050 psi Crack No.
6 Results for full - scale test CR9-1 to a failure pressure of 1100 psi , with crack extension of about 0.34 inch . Crack No. 7 1000 * y * Crack No. 8 CR9-2 : Cracks 7 and 8 Actual size of termination : 1050 psi Crack No.
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
13 other sections not shown
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |