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 98
... waves . When Uc > Um Nxc = rU T / D c ( 19 ) In Eqs . ( 17 ) ~ ( 19 ) , taking the current direction to be the posi ... regular and irregular waves is wave on- ly field as well as in wave - current co - existing field ? Such consid ...
... waves . When Uc > Um Nxc = rU T / D c ( 19 ) In Eqs . ( 17 ) ~ ( 19 ) , taking the current direction to be the posi ... regular and irregular waves is wave on- ly field as well as in wave - current co - existing field ? Such consid ...
Page 111
... waves . When Uc > Um . NKC = U2T / D c ( 19 ) In Eqs . ( 17 ) ~ ( 19 ) , taking the current direction to be the posi ... regular and irregular waves is wave on- ly field as well as in wave - current co - existing field ? Such consid ...
... waves . When Uc > Um . NKC = U2T / D c ( 19 ) In Eqs . ( 17 ) ~ ( 19 ) , taking the current direction to be the posi ... regular and irregular waves is wave on- ly field as well as in wave - current co - existing field ? Such consid ...
Page 232
... regular waves in a 4 m long flume with uniform depth , h = 0.7 m , in order to verify that the backward going waves generated from the source line which coincides with the open boundary and the reflected waves from the vertical wall can ...
... regular waves in a 4 m long flume with uniform depth , h = 0.7 m , in order to verify that the backward going waves generated from the source line which coincides with the open boundary and the reflected waves from the vertical wall can ...
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