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 36
... approximately equal in spite of the significant difference in the drag coefficient values . The values of A1 • T and A2 are approximately 12 percent of Cfc dt which is not an unreasonable amount , especially in an inertia - dominated ...
... approximately equal in spite of the significant difference in the drag coefficient values . The values of A1 • T and A2 are approximately 12 percent of Cfc dt which is not an unreasonable amount , especially in an inertia - dominated ...
Page 225
... approximately 10 m VELOCITY PLASTIC MAT MEASURING SECTION WAVE ABSORBER 6 WAVE GAGES WAVE PADDLE 1-7 ator , is a positively buoyant mat 2.5 m in length that floats on the water surface . Usage of the mat significantly reduces high ...
... approximately 10 m VELOCITY PLASTIC MAT MEASURING SECTION WAVE ABSORBER 6 WAVE GAGES WAVE PADDLE 1-7 ator , is a positively buoyant mat 2.5 m in length that floats on the water surface . Usage of the mat significantly reduces high ...
Page 244
... approximately 1.00 M. The equivalent sum for barometric constituents is 0.18 M thus errors in the barometric constituents will not likely influence the average of the error of the predicted astronomical tides by more than 18 % . There ...
... approximately 1.00 M. The equivalent sum for barometric constituents is 0.18 M thus errors in the barometric constituents will not likely influence the average of the error of the predicted astronomical tides by more than 18 % . There ...
Contents
A Study on the Stability Criteria of Semisubmersibles | 4 |
Sharan and Praveen Kalra | 6 |
CASE HISTORIES | 7 |
Copyright | |
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added mass amplitude analysis approximately average boundary condition boundary layer cable calculated circular cylinder components computed crest damping coefficient damping ratio density diffraction dimensionless displacement drag coefficient dynamic effects Ekofisk estimates experimental Figure first-order floating fluid force coefficients free surface frequency domain Green function heave horizontal hydrodynamic hydrodynamic forces incident wave inline force integral equation irregular lift force linear loads low frequency low-frequency surge maximum mean drift forces measured method mooring motion natural frequency nonlinear obtained Offshore Technology open boundary oscillation oscillatory flow parameters phase velocity platform predicted pressure random wave ratio regular waves Reynolds number Sarpkaya second order second-order wave shown simulation solitary waves solution spectral spectrum standard deviation surge response tank tanker tests transfer function transverse values velocity potential vertical vortex vortices wave damping wave drift damping wave elevation wave forces wave height wave-current