Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 141
... solution to this problem . This means we have to find a numerical procedure to obtain an approximate solution . When the system satisfies the state equations and the adjoint equations , we find the first variation in the Lagrangian ...
... solution to this problem . This means we have to find a numerical procedure to obtain an approximate solution . When the system satisfies the state equations and the adjoint equations , we find the first variation in the Lagrangian ...
Page 297
... solution at the outflow boundary , for example in a wake flow , is really part of the solution , a natural OBC is nonexistent . The ultimate solution is to use a very large computational domain to minimize the effect of any artificial ...
... solution at the outflow boundary , for example in a wake flow , is really part of the solution , a natural OBC is nonexistent . The ultimate solution is to use a very large computational domain to minimize the effect of any artificial ...
Page 333
... solution can be easily found as 5 ( x , y , t ) = aJ 。( kr ) cos wt where @ = kg tanh ( kd ) ( 21 ) ( 22 ) In the numerical solution , the fluid domain is divided by L horizontal plane along the water depth . M and N divisions are also ...
... solution can be easily found as 5 ( x , y , t ) = aJ 。( kr ) cos wt where @ = kg tanh ( kd ) ( 21 ) ( 22 ) In the numerical solution , the fluid domain is divided by L horizontal plane along the water depth . M and N divisions are also ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
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analysis boundary conditions boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping diffraction direction distribution drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface fuzzy Hilbert transform hindcast horizontal velocity hydrodynamic impact force in-line incident wave KC number kinematics lift force linear Loop Current maximum measured method Morison motion Myrhaug NewWave non-linear obtained Offshore Structures orifice oscillating parameters phase planetary boundary layer plate platform potential flow prediction pressure rad/s random wave ratio regular waves Reynolds number sea wave second-order shear stress ship shown simulation sinusoidal spectra surface elevation tank tests tidal turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave force wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind