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 1
... waves or the form of the quadratic transfer function . The decomposition of the wave elevation time history allows quantification of the individ- ual linear and quadratic components and their influence on the wave elevation process ...
... waves or the form of the quadratic transfer function . The decomposition of the wave elevation time history allows quantification of the individ- ual linear and quadratic components and their influence on the wave elevation process ...
Page 4
... wave elevation at Probe 6 can be predicted using the estimated second - order Volterra kernels ( from Probes 4 and 5 ) and Probe 5 as the input wave . The input vector u [ k ] for the prediction of the wave is as follows : u [ k ] = [ x ...
... wave elevation at Probe 6 can be predicted using the estimated second - order Volterra kernels ( from Probes 4 and 5 ) and Probe 5 as the input wave . The input vector u [ k ] for the prediction of the wave is as follows : u [ k ] = [ x ...
Page 352
From the dynamic free surface condition relating the wave elevation and the velocity potential it is found that the conditional mean wave elevation , Eq . ( 38 ) , and conditional mean velocity potential , Eq . ( 45 ) , are fully ...
From the dynamic free surface condition relating the wave elevation and the velocity potential it is found that the conditional mean wave elevation , Eq . ( 38 ) , and conditional mean velocity potential , Eq . ( 45 ) , are fully ...
Contents
OCEAN WAVES | 1 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
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acceleration analysis AXIWAVE biplane blade boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping direction distribution drag drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface frequency fuzzy given hindcast horizontal velocity hydrodynamic impact force in-line incident wave irregular Islay KC number kinematics lift force linear load Loop Current maximum measured method Morison Myrhaug NewWave non-linear obtained ocean waves Offshore Structures orifice oscillating parameters planetary boundary layer plate platform predicted pressure rad/s random wave ratio regular waves Scatter Parameter sea wave second-order shear stress ship shown simulation spectra surface elevation term tests turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind