Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 72
Page 244
... estimate only 5 contributing constituents are considered . We infer that the standard error E of the predicted tide can be estimated by equating : E = SQRT ( 30 * ( 0.0037 ) 2 + 5 * ( 0.0044 ) 2 ) = 0.0225 m In this error estimate the ...
... estimate only 5 contributing constituents are considered . We infer that the standard error E of the predicted tide can be estimated by equating : E = SQRT ( 30 * ( 0.0037 ) 2 + 5 * ( 0.0044 ) 2 ) = 0.0225 m In this error estimate the ...
Page 37
... estimate of HP , Equation ( 8 ) can be used to estimate HD . The same equation can ' y ' be used to estimate the uncertainty . This one - station method was implemented using the following procedure to estimate HP and the calibration ...
... estimate of HP , Equation ( 8 ) can be used to estimate HD . The same equation can ' y ' be used to estimate the uncertainty . This one - station method was implemented using the following procedure to estimate HP and the calibration ...
Page 97
... estimate the probabilistic behaviour of a ship which undergoes sustained rolling motion in irregular waves . It has ... estimate the appropriate ship roll parameters from experimental data . Recent work has shown that it is possible to ...
... estimate the probabilistic behaviour of a ship which undergoes sustained rolling motion in irregular waves . It has ... estimate the appropriate ship roll parameters from experimental data . Recent work has shown that it is possible to ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
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