Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 83
... field , Vertical fixed slender cylinder ABSTRACT loading , A study of the loading of an oblique wave - current field on a slender cylinder in a 3D flow frame is reported in this paper . The three dimensional expressions describing the ...
... field , Vertical fixed slender cylinder ABSTRACT loading , A study of the loading of an oblique wave - current field on a slender cylinder in a 3D flow frame is reported in this paper . The three dimensional expressions describing the ...
Page 86
... FIELD We can obtain the mass flux ( we = Qwe ) of the combined wave - current field through the following relation up to second order in amplitude a = We pdŮ pa2 + kC . 2 Ú.k k coth kd + O ( k3a3 ) WC ( 25 ) The corresponding momentum ...
... FIELD We can obtain the mass flux ( we = Qwe ) of the combined wave - current field through the following relation up to second order in amplitude a = We pdŮ pa2 + kC . 2 Ú.k k coth kd + O ( k3a3 ) WC ( 25 ) The corresponding momentum ...
Page 214
... FIELD . The Marlim Sul Field is located directly south of Marlim Field , comprising an area of more than 600 km2 , under water depths ranging from 1,000 to 2,600 m . The field was discovered in 1987 by an exploratory well which found 40 ...
... FIELD . The Marlim Sul Field is located directly south of Marlim Field , comprising an area of more than 600 km2 , under water depths ranging from 1,000 to 2,600 m . The field was discovered in 1987 by an exploratory well which found 40 ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force