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 99
Table 1 - 200 mm and 400 mm Test pipe diameter Pipe hydraulic roughness range Seabed hydraulic roughness range fine , medium , rough ( 10-5 to 5x10-2 , fine , medium , rough ( 10-3 to 5x10-2 , 0.69 m / sec Test pipe diameter width of ...
Table 1 - 200 mm and 400 mm Test pipe diameter Pipe hydraulic roughness range Seabed hydraulic roughness range fine , medium , rough ( 10-5 to 5x10-2 , fine , medium , rough ( 10-3 to 5x10-2 , 0.69 m / sec Test pipe diameter width of ...
Page 168
But the Strouhal relation is not valid in the lock - in range , as the vortex shedding frequency is controlled by the ... The test were carried out within the following ranges : Reynolds number range ( VDI ) Re : ( 1.3-2.5 ) * 104 Mean ...
But the Strouhal relation is not valid in the lock - in range , as the vortex shedding frequency is controlled by the ... The test were carried out within the following ranges : Reynolds number range ( VDI ) Re : ( 1.3-2.5 ) * 104 Mean ...
Page 263
CONCLUSION For overall economy in gas compression and transportation , the reliability of various equipments , gas turbine , compressor and other related facilities need to be engineered for the widest operating range .
CONCLUSION For overall economy in gas compression and transportation , the reliability of various equipments , gas turbine , compressor and other related facilities need to be engineered for the widest operating range .
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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 |