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
End sinker Typical examples of semi - floating pipeline installed configuration 700 Table 2 Results of ... warm water intake position ( surface layer ) . а to Underwater Pipeline as Intake and drain depths of sea water shall be follows ...
End sinker Typical examples of semi - floating pipeline installed configuration 700 Table 2 Results of ... warm water intake position ( surface layer ) . а to Underwater Pipeline as Intake and drain depths of sea water shall be follows ...
Page 113
CONCEPTIONAL DESIGN AND LAYING METHOD OF THE PIPELINE R2 Applicable range R1 -R3 The basic concept of the structural design and approximate structural specifications by the conceptual design are shown below , and furthermore , a new ...
CONCEPTIONAL DESIGN AND LAYING METHOD OF THE PIPELINE R2 Applicable range R1 -R3 The basic concept of the structural design and approximate structural specifications by the conceptual design are shown below , and furthermore , a new ...
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 designed as follows : 1. Pipeline supports designed to have sufficient ...
The optimum length of pipeline supoprts was 25m and introduced axial tension was 120t . Pipe mooring equipment of pipeline supports and intermediate sinkers were designed as follows : 1. Pipeline supports designed to have sufficient ...
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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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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