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
... combined wave - current field in terms of mass , momentum and energy flux conservation equations are formulated . The parameters before the interaction of the oblique wave - free uniform current and current - free waves are used to ...
... combined wave - current field in terms of mass , momentum and energy flux conservation equations are formulated . The parameters before the interaction of the oblique wave - free uniform current and current - free waves are used to ...
Page 84
... combined wave - current field as proposed above and presented in Baddour and Song ( 1990a and 1990b ) for the co- linear case and Zaman and Baddour ( 2002 ) for the oblique case . Model - II uses an approach where the individual ...
... combined wave - current field as proposed above and presented in Baddour and Song ( 1990a and 1990b ) for the co- linear case and Zaman and Baddour ( 2002 ) for the oblique case . Model - II uses an approach where the individual ...
Page 86
... 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 flux ( Ṁwe = MweÑ ) of the combined wave - current ...
... 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 flux ( Ṁwe = MweÑ ) of the combined wave - current ...
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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