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 22
... SHOWN FOR MEAN FREQUENCY AND PLUS / MINUS ONE STAN- DARD DEVIATION . CREST AMPLITUDE : 12 M. STOKES ' FIFTH ORDER WAVE IS ALSO SHOWN . the New Wave amplitude the wave height and period for Stokes ' wave with the same crest elevation are ...
... SHOWN FOR MEAN FREQUENCY AND PLUS / MINUS ONE STAN- DARD DEVIATION . CREST AMPLITUDE : 12 M. STOKES ' FIFTH ORDER WAVE IS ALSO SHOWN . the New Wave amplitude the wave height and period for Stokes ' wave with the same crest elevation are ...
Page 27
... shown to be within 5 percent of measurement . A nomograph was prepared by Zhugao and Hua ( 1988 ) with test data ... shown in Fig . 1. The measured time history of the wave and the horizontal and vertical components of the particle ...
... shown to be within 5 percent of measurement . A nomograph was prepared by Zhugao and Hua ( 1988 ) with test data ... shown in Fig . 1. The measured time history of the wave and the horizontal and vertical components of the particle ...
Page 467
... shown by the black circular symbols . As an example of forces in heave direction , that of the unit 25 is shown in Fig.4 . On the other hand , Fig . 5 shows forces in surge direction in the case of oblique wave whose angle is 30 ...
... shown by the black circular symbols . As an example of forces in heave direction , that of the unit 25 is shown in Fig.4 . On the other hand , Fig . 5 shows forces in surge direction in the case of oblique wave whose angle is 30 ...
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