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 23
The response of the system of buoys and pipeline to wave and current action is determined . Two methods for laying the pipeline are presented , direct sinking by releasing of the carrier buoys and a ...
The response of the system of buoys and pipeline to wave and current action is determined . Two methods for laying the pipeline are presented , direct sinking by releasing of the carrier buoys and a ...
Page 55
Design varaibles should be selected such that the variables in the category ( 3 ) will then be detemined and , consequently , all other parameters will also be determined . Let IPB represent the state of each pump , here i = 1 ...
Design varaibles should be selected such that the variables in the category ( 3 ) will then be detemined and , consequently , all other parameters will also be determined . Let IPB represent the state of each pump , here i = 1 ...
Page 198
It is possible to determine the most likely range of motion under cross flow VIV by performing a series of FEA's to ... from the crest of the undulation was determined in order for an acceptable pipe span condition to be achieved .
It is possible to determine the most likely range of motion under cross flow VIV by performing a series of FEA's to ... from the crest of the undulation was determined in order for an acceptable pipe span condition to be achieved .
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
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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 |