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
... 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 ...
Page 528
... position ( Xt , Yt ) - point of refer- ence for cable touchdown computation . Ship velocity ( Vship ) - partly determines how far cable is deflected behind vessel ; hence , it affects amount of cable subject- ed to side - deflecting ...
... position ( Xt , Yt ) - point of refer- ence for cable touchdown computation . Ship velocity ( Vship ) - partly determines how far cable is deflected behind vessel ; hence , it affects amount of cable subject- ed to side - deflecting ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight