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 173
... waves random waves ( 0.75 ~ 3.4 ) X 10 ' Re ( 1.07 ~ 5.33 ) X 10 ' for normal incident wave 8. 3 ~ 57.6 6.5 ~ 54.0 KC for diagonal incident wave 6. 0 ~ 40 . 6 4.7 ~ 38.4 d / L 0.15 0.35 H / L 0.02 ~ 0.12 u./C -0.12 ~ 0.084 0.11 ~ 0.20 ...
... waves random waves ( 0.75 ~ 3.4 ) X 10 ' Re ( 1.07 ~ 5.33 ) X 10 ' for normal incident wave 8. 3 ~ 57.6 6.5 ~ 54.0 KC for diagonal incident wave 6. 0 ~ 40 . 6 4.7 ~ 38.4 d / L 0.15 0.35 H / L 0.02 ~ 0.12 u./C -0.12 ~ 0.084 0.11 ~ 0.20 ...
Page 174
... incident waves is larger than that in normally incident waves . Such results coincide with the results of ... wave period , Fimax is the maximum inline force in one wave period . It is indicated by Fig . 11 that for normally incident ...
... incident waves is larger than that in normally incident waves . Such results coincide with the results of ... wave period , Fimax is the maximum inline force in one wave period . It is indicated by Fig . 11 that for normally incident ...
Page 396
the x - z plane , and the incident waves are progressive in the positive x direction . The fluid is assumed to be ... wave height respectively : Q = Qu + Ob + Qw + Øs in which u = Ux ( 2 ) ( 3 ) represents the potential of the uniform ...
the x - z plane , and the incident waves are progressive in the positive x direction . The fluid is assumed to be ... wave height respectively : Q = Qu + Ob + Qw + Øs in which u = Ux ( 2 ) ( 3 ) represents the potential of the uniform ...
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