Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 96
Beginning in the late 1970's , the work of Grace and Nicinski ( 1976 ) , Sarpkaya ( 1977 ) , Sarpkaya and Rajabi ( 1979 ) , Grace and Zee ( 1981 ) and others indicated that hydrodynamic coefficients in oscillatory flow could be ...
Beginning in the late 1970's , the work of Grace and Nicinski ( 1976 ) , Sarpkaya ( 1977 ) , Sarpkaya and Rajabi ( 1979 ) , Grace and Zee ( 1981 ) and others indicated that hydrodynamic coefficients in oscillatory flow could be ...
Page 98
Only in very hard soils ( where the pipe cannot penetrate ) does the new design procedure indicate that traditionally ... In softer clay and looser sand than indicated in a ) and b ) above , it appears that the traditional design method ...
Only in very hard soils ( where the pipe cannot penetrate ) does the new design procedure indicate that traditionally ... In softer clay and looser sand than indicated in a ) and b ) above , it appears that the traditional design method ...
Page 133
Vortex A and Vortex C are those vortices which are indicated in Fig . 4 . Both the present CIC results and the flow - visualization tests have indicated that the flow patterns obtained for the three scour profiles given in Fig .
Vortex A and Vortex C are those vortices which are indicated in Fig . 4 . Both the present CIC results and the flow - visualization tests have indicated that the flow patterns obtained for the three scour profiles given in Fig .
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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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 force 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 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 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |