Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 19
Page 373
... completion it Phase I will require 52 satellite wells , one of which has already been drilled ( 3 - MRL - 5 - RJS ) . Because of the great water depth and the shallow reservoir , is necessary to employ high angle deviated wells to ...
... completion it Phase I will require 52 satellite wells , one of which has already been drilled ( 3 - MRL - 5 - RJS ) . Because of the great water depth and the shallow reservoir , is necessary to employ high angle deviated wells to ...
Page 386
... completion and production operations , introduce risks to SPUS . simultaneous processing It was established that the booster central platform be without rig . For the others SPUS , the riskier with - rig alternatives are possible , but ...
... completion and production operations , introduce risks to SPUS . simultaneous processing It was established that the booster central platform be without rig . For the others SPUS , the riskier with - rig alternatives are possible , but ...
Page 387
... completion solutions were considered in the alternatives : conven - tional platform completion , subsea diver assisted completion ( for less than 300 m water depth ) , subsea diverless guideline completion ( when using anchored rig in ...
... completion solutions were considered in the alternatives : conven - tional platform completion , subsea diver assisted completion ( for less than 300 m water depth ) , subsea diverless guideline completion ( when using anchored rig in ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile