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 17
FABRICATION OF FLOWLINE BUNDLES FROM NORWEGIAN SITES K. Karal Norwegian Contractors AS Stabekk , Norway in an as a on ... Wg WSD spacing between drag elements Vst the minimum towing velocity during which the bundle still remains on the ...
FABRICATION OF FLOWLINE BUNDLES FROM NORWEGIAN SITES K. Karal Norwegian Contractors AS Stabekk , Norway in an as a on ... Wg WSD spacing between drag elements Vst the minimum towing velocity during which the bundle still remains on the ...
Page 18
a . are more or are 16 " trunkline bundle in the Green Canyon project is 11.2 km long ) , the delivery is demanding . A natural constraint in search of optimum solution has been experienced by those countries in which the bundles have ...
a . are more or are 16 " trunkline bundle in the Green Canyon project is 11.2 km long ) , the delivery is demanding . A natural constraint in search of optimum solution has been experienced by those countries in which the bundles have ...
Page 21
Efficient assembly , especially important for long and complex bundles . ... Detailed seabed surveys or narrow deviation limits for the weight / buoyancy of the bundle are not a concern , eliminating costly seabed surveys and trimming ...
Efficient assembly , especially important for long and complex bundles . ... Detailed seabed surveys or narrow deviation limits for the weight / buoyancy of the bundle are not a concern , eliminating costly seabed surveys and trimming ...
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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 |