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 112
The temperatures adopted for the sea were 8 ° C at the cold water intake position ( at a water depth of 600 m ) and 28 ° to 30 ° C at the warm water intake position ( surface layer ) . а to Underwater Pipeline as Intake and drain depths ...
The temperatures adopted for the sea were 8 ° C at the cold water intake position ( at a water depth of 600 m ) and 28 ° to 30 ° C at the warm water intake position ( surface layer ) . а to Underwater Pipeline as Intake and drain depths ...
Page 129
A11 loads are generated for two wave positions , one with the wave crest at the vessel center ( in - phase position ) and one with the wave crest a quarter - wavelength away from the vessel center ( out - of - phase position ) .
A11 loads are generated for two wave positions , one with the wave crest at the vessel center ( in - phase position ) and one with the wave crest a quarter - wavelength away from the vessel center ( out - of - phase position ) .
Page 238
The position of the articulated tower in Fig . 1 is described conveniently by the angles 2 and € , which are also Eulerian angles . As shown in this figure , the precession , € , is measured about the vertical axis passing through the ...
The position of the articulated tower in Fig . 1 is described conveniently by the angles 2 and € , which are also Eulerian angles . As shown in this figure , the precession , € , is measured about the vertical axis passing through the ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel 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 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |