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 |
From inside the book
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Page 6
... WATER OMAE - 89-861 BOTTOM BOTTOM ( A ) BOTTOM ( B ) ( C ) C 20 KNOT WINDS FROM N.E. ma HOLDBACK PIPE WAVE PIPE WAVE PIPE 1 WAVE NORTH DISTANCE FROM SHORE IN 1000'S OF FEET BOTTOM ( D ) BOTTOM ( E ) FIGURE - 4 BOTTOM ( F ) MATAGORDA ...
... WATER OMAE - 89-861 BOTTOM BOTTOM ( A ) BOTTOM ( B ) ( C ) C 20 KNOT WINDS FROM N.E. ma HOLDBACK PIPE WAVE PIPE WAVE PIPE 1 WAVE NORTH DISTANCE FROM SHORE IN 1000'S OF FEET BOTTOM ( D ) BOTTOM ( E ) FIGURE - 4 BOTTOM ( F ) MATAGORDA ...
Page 23
Off - bottom tow where floaters and chain ends are connected to the pipeline . The total buoyancy of the system is determined so that the pipeline floats above the sea bottom with a part of the chain lying on the sea bottom .
Off - bottom tow where floaters and chain ends are connected to the pipeline . The total buoyancy of the system is determined so that the pipeline floats above the sea bottom with a part of the chain lying on the sea bottom .
Page 80
Bottom or near bottom operating systems must be able to recognize existing , bottom features or be able to chart new ones during a transit / survey mission . A pre - planted and surveyed bottom transponder grid or path could also be ...
Bottom or near bottom operating systems must be able to recognize existing , bottom features or be able to chart new ones during a transit / survey mission . A pre - planted and surveyed bottom transponder grid or path could also be ...
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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 |