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 8
1500 POSITION OF ANCHOR ASSUMING 200 FT DRAG DISTANCE FROM SET DOWN POSITION WITH 210 KIPS PRETENSION 2,441,640.9 ... POSITION O ANCHOR TENSIONED POSITION RISER BUOY O INTERMEDIATE BUDY CHAIN MOORING WIRE WATERLINE ELEVATION O ' - 0 ...
1500 POSITION OF ANCHOR ASSUMING 200 FT DRAG DISTANCE FROM SET DOWN POSITION WITH 210 KIPS PRETENSION 2,441,640.9 ... POSITION O ANCHOR TENSIONED POSITION RISER BUOY O INTERMEDIATE BUDY CHAIN MOORING WIRE WATERLINE ELEVATION O ' - 0 ...
Page 112
... position ( at a water depth of 600 m ) and 28 ° to 30 ° C at the warm water intake position ( surface layer ) . Underwater Pipeline Intake and drain depths of sea water shall be as follows : Items Water Depths Pipeline Pipe Inner ...
... position ( at a water depth of 600 m ) and 28 ° to 30 ° C at the warm water intake position ( surface layer ) . Underwater Pipeline Intake and drain depths of sea water shall be as follows : Items Water Depths Pipeline Pipe Inner ...
Page 129
... position of the TLP due to static forces . This is achieved by applying wind , current , drift and riser restoring forces as static forces on the structure , then solving for the mean - static equilibrium position . If the slow - drift ...
... position of the TLP due to static forces . This is achieved by applying wind , current , drift and riser restoring forces as static forces on the structure , then solving for the mean - static equilibrium position . If the slow - drift ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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 vane vessel wave weight wire