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 37
... random individual waves is emphasized . For the numerical wave model , which is based on a linear ( free ) component to which a bound second - order non - linear component is added , linear dispersion is applied on the free components ...
... random individual waves is emphasized . For the numerical wave model , which is based on a linear ( free ) component to which a bound second - order non - linear component is added , linear dispersion is applied on the free components ...
Page 208
... random- ness , but also has fuzziness , such as the sea wave . The randomness of sea wave is caused by two random factors . First factor is that the sea wave hight and period will change with respect to vari- ous sea state randomly ...
... random- ness , but also has fuzziness , such as the sea wave . The randomness of sea wave is caused by two random factors . First factor is that the sea wave hight and period will change with respect to vari- ous sea state randomly ...
Page 313
... Random simulations are often used to simulate the statistics of storm - driven waves . Work on Gaussian linear random signals has lead to a method for embedding a large wave into a random sequence in such a way that the composite signal ...
... Random simulations are often used to simulate the statistics of storm - driven waves . Work on Gaussian linear random signals has lead to a method for embedding a large wave into a random sequence in such a way that the composite signal ...
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