Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 205
... approximately 180 and 360 Newtons tension respectively for 450 and SD - L1 . The canal experienced a change in direction of approximately 90 degrees in the area where the experiments were being conducted which accounted for the non ...
... approximately 180 and 360 Newtons tension respectively for 450 and SD - L1 . The canal experienced a change in direction of approximately 90 degrees in the area where the experiments were being conducted which accounted for the non ...
Page 225
... approximately 10m PLASTIC MAT VELOCITY MEASURING SECTION ator , is a positively buoyant mat 2.5 m in length that floats on the water surface . Usage of the mat significantly reduces high frequency reflections from the absorber and helps ...
... approximately 10m PLASTIC MAT VELOCITY MEASURING SECTION ator , is a positively buoyant mat 2.5 m in length that floats on the water surface . Usage of the mat significantly reduces high frequency reflections from the absorber and helps ...
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
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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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