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 49
... water wavelength as the length of waves at a uniform depth equal to that above the base . Typically the undisturbed shallow - water wavelength is in the order of several hundreds of meters . For a wave with a period equal to the peak ...
... water wavelength as the length of waves at a uniform depth equal to that above the base . Typically the undisturbed shallow - water wavelength is in the order of several hundreds of meters . For a wave with a period equal to the peak ...
Page 52
... water depths of 2 kilometers or more . These structures may be made of steel ... depth in which they are situated . Therefore , offshore oil / gas ... water depth considerations , and secondarily due to the intended service and quantity ...
... water depths of 2 kilometers or more . These structures may be made of steel ... depth in which they are situated . Therefore , offshore oil / gas ... water depth considerations , and secondarily due to the intended service and quantity ...
Page 77
... water depth ranges in which the various production systems are employed in the North Sea . Different facilities have interacting technical and economic constraints that limit their use in either shallow or deep water ( or both ) ...
... water depth ranges in which the various production systems are employed in the North Sea . Different facilities have interacting technical and economic constraints that limit their use in either shallow or deep water ( or both ) ...
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Common terms and phrases
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