Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 94
Based on this ratio , air power Ps can be obtained by following equation . Note that the nozzle ratio in Table 2 takes into account contraction of air flow due to turbine rotation , Ps : 0.5 * Caver27 Pa Cn Aw ( pa ) V2 = 0.0008 Cm Aw ...
Based on this ratio , air power Ps can be obtained by following equation . Note that the nozzle ratio in Table 2 takes into account contraction of air flow due to turbine rotation , Ps : 0.5 * Caver27 Pa Cn Aw ( pa ) V2 = 0.0008 Cm Aw ...
Page 215
The Bmw values obtained trom the experimental e - log p curves of sample soils depend on s011 properties and the initial condition of the sample . The results show ( Table 1 ) that Bmware values decrease with initial void ratio or depth ...
The Bmw values obtained trom the experimental e - log p curves of sample soils depend on s011 properties and the initial condition of the sample . The results show ( Table 1 ) that Bmware values decrease with initial void ratio or depth ...
Page 217
In fact , the compression index is theoretically obtained from Eqs . ( 4 ) and ( 5 ) 12 ) . The relationship between compression index and initial or natural void ratio is approximately expressed by : 4 parallel sliding when bonded 3.1 ...
In fact , the compression index is theoretically obtained from Eqs . ( 4 ) and ( 5 ) 12 ) . The relationship between compression index and initial or natural void ratio is approximately expressed by : 4 parallel sliding when bonded 3.1 ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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Common terms and phrases
analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |