Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 101
... assumed to consist of homogeneous and isotropic sand with a finite depth . Under the sand bed is an incompressible and impermeable boundary . an are is In 1989 , D . H. Qiu & Li Li got the numerical solution of hydrodynamic pore - water ...
... assumed to consist of homogeneous and isotropic sand with a finite depth . Under the sand bed is an incompressible and impermeable boundary . an are is In 1989 , D . H. Qiu & Li Li got the numerical solution of hydrodynamic pore - water ...
Page 166
... assumed Gaussian ( y , ( n ) will be nonGaussian because of the nonlinear response ) so that we can estimate filter weights of the second order prediction filter with reasonable computation time and memory size . The assumption of zero ...
... assumed Gaussian ( y , ( n ) will be nonGaussian because of the nonlinear response ) so that we can estimate filter weights of the second order prediction filter with reasonable computation time and memory size . The assumption of zero ...
Page 196
... assumed to be a function of Kc * and um / Um as follows . n * i Wf = [ { a , Kc i = 1 + b ; / ( u / U ) ' } m ' m ( 19 ) It was attempted to determined this wake functions by fitting Equations ( 17 ) and ( 18 ) to experimental results ...
... assumed to be a function of Kc * and um / Um as follows . n * i Wf = [ { a , Kc i = 1 + b ; / ( u / U ) ' } m ' m ( 19 ) It was attempted to determined this wake functions by fitting Equations ( 17 ) and ( 18 ) to experimental results ...
Contents
OCEAN WAVES | 1 |
OFFSHORE TECHNOLOGY PART A | 17 |
Application of Optical Techniques to Water Surface Measurement | 27 |
Copyright | |
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added mass amplitude analysis calculated circular cylinder computed cosh damping coefficient damping factor density diffraction directional wave domain drag coefficient drag force drift force dynamic effect Engineering equation estimated experimental fluid force coefficients forces acting forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave inertia coefficients inline force integral irregular JONSWAP Kc number lift force linear load low-frequency low-frequency oscillation maximum measured method Moire Topography motion nonlinear obtained offshore structures parameters peak pile predicted quadratic rad/sec radiation condition ratio regular waves response resultant force Reynolds number Sarpkaya second-order semisubmersible shown in Figure simulation solution spectral density spectrum surface elevation surge swing tanker transfer function transverse force velocity potential viscous vortex shedding vortices water depth wave amplitude wave direction wave drift damping wave excitation wave force wave frequency wave height wave number wave period wave power