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
1 1 End sinker Typical examples of semi - floating pipeline installed configuration Table 2 Results of ... Underwater Pipeline Intake follows : and drain depths of sea water shall be as of Items Remarks Water Depths Pipeline Pipe Inner ...
1 1 End sinker Typical examples of semi - floating pipeline installed configuration Table 2 Results of ... Underwater Pipeline Intake follows : and drain depths of sea water shall be as of Items Remarks Water Depths Pipeline Pipe Inner ...
Page 113
CONCEPTIONAL DESIGN AND LAYING METHOD OF THE PIPELINE Applicable range R2 RI The basic concept of the structural design and approximate structural specifications by the conceptual design are shown below , and furthermore , a new laying ...
CONCEPTIONAL DESIGN AND LAYING METHOD OF THE PIPELINE Applicable range R2 RI The basic concept of the structural design and approximate structural specifications by the conceptual design are shown below , and furthermore , a new laying ...
Page 114
The optimum length of pipeline supoprts was 25m and introduced axial tension was 120t . Pipe mooring equipment of pipeline supports and intermediate sinkers were de signed as follows : 1. Pipeline supports were designed to have ...
The optimum length of pipeline supoprts was 25m and introduced axial tension was 120t . Pipe mooring equipment of pipeline supports and intermediate sinkers were de signed as follows : 1. Pipeline supports were designed to have ...
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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 |