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 130
The scour profiles are actually one - to - one copies of the profiles measured in an actual scour experiment ( Sumer & Fredsøe , ( 1988 ) . KC = 10 K C = 20 t = 0.15 min t = 0.15 min -10 - 5 0 0 5 10 - 5 10 x.cm X.cm EXPERIMENTAL ...
The scour profiles are actually one - to - one copies of the profiles measured in an actual scour experiment ( Sumer & Fredsøe , ( 1988 ) . KC = 10 K C = 20 t = 0.15 min t = 0.15 min -10 - 5 0 0 5 10 - 5 10 x.cm X.cm EXPERIMENTAL ...
Page 131
The test set - up is illustrated in Fig . 3. The mean water depth was held at 40 cm . Waves were produced by a piston type wave generator . The model sea beds used in the flow visualization experiments were placed flush ...
The test set - up is illustrated in Fig . 3. The mean water depth was held at 40 cm . Waves were produced by a piston type wave generator . The model sea beds used in the flow visualization experiments were placed flush ...
Page 176
Having identified the profile , the next step is to look for a mathematical curve having a shape similar to the experimental plot ( figure 2 ( b ) ) . This can be accomplished by firstly describe the scour process via dynamic system or ...
Having identified the profile , the next step is to look for a mathematical curve having a shape similar to the experimental plot ( figure 2 ( b ) ) . This can be accomplished by firstly describe the scour process via dynamic system or ...
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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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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 |