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 4
... estimate the time - domain second- order Volterra kernel . The 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 ] ...
... estimate the time - domain second- order Volterra kernel . The 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 ] ...
Page 478
... estimated by the same procudure shown in Fig.9 . In the case of current force , the drag ratios become 1.34 for the case of L = 5000m and 0.91 for the case of L = 1000m . 3. Wind and Current Forces Acting on the Full Scale Structure ...
... estimated by the same procudure shown in Fig.9 . In the case of current force , the drag ratios become 1.34 for the case of L = 5000m and 0.91 for the case of L = 1000m . 3. Wind and Current Forces Acting on the Full Scale Structure ...
Page 510
... estimated . A complex signal with the Doppler frequency is generated from the sampled signal . The complex signal is used for the Doppler shift estimation . The instantaneous position of the sea surface is given from the intensity ...
... estimated . A complex signal with the Doppler frequency is generated from the sampled signal . The complex signal is used for the Doppler shift estimation . The instantaneous position of the sea surface is given from the intensity ...
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