Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 362
... ( SPUs ) to be installed in the Albacora field , such as : • the distance between the wells ( drainage grid ) ; the wells flow rate ; the amount of overlayed reservoirs ; · · the reservoirs shape ; • • the length of the lines connecting ...
... ( SPUs ) to be installed in the Albacora field , such as : • the distance between the wells ( drainage grid ) ; the wells flow rate ; the amount of overlayed reservoirs ; · · the reservoirs shape ; • • the length of the lines connecting ...
Page 386
... SPUS configuration was subdivided with SPUS structures variations consequently , with subsea configuration variations . Once the SPUS and the subsea configurations selected by economic and technical study flowline and risers analysis ...
... SPUS configuration was subdivided with SPUS structures variations consequently , with subsea configuration variations . Once the SPUS and the subsea configurations selected by economic and technical study flowline and risers analysis ...
Page 388
... SPUS 2 and 3. The oil heating , second - stage separation ( oil - gas - water ) , the water treatment and the oil dessalting and zation will occur at the central processing while the other SPUS will be satellite platforms , with ...
... SPUS 2 and 3. The oil heating , second - stage separation ( oil - gas - water ) , the water treatment and the oil dessalting and zation will occur at the central processing while the other SPUS will be satellite platforms , with ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth