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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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire