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 80
... respectively . One should note that = = ( 25 ) RESULTS AND DISCUSSION is the thickness of the boundary layer , and ( H + ) = Λο + 1 1/2 KCh ( 26 ) One should note that Eq . ( 24 ) is modified compared to the original expression given by ...
... respectively . One should note that = = ( 25 ) RESULTS AND DISCUSSION is the thickness of the boundary layer , and ( H + ) = Λο + 1 1/2 KCh ( 26 ) One should note that Eq . ( 24 ) is modified compared to the original expression given by ...
Page 82
... respectively . The free stream amplitudes of counterclockwise and clockwise motion 33.5 m above the bottom were R + 9.9 cm / s and R = 35.2 cm / s , respectively . The logarithmic boundary layer flow model was matched to the data for ...
... respectively . The free stream amplitudes of counterclockwise and clockwise motion 33.5 m above the bottom were R + 9.9 cm / s and R = 35.2 cm / s , respectively . The logarithmic boundary layer flow model was matched to the data for ...
Page 396
... respectively : Q = Qu + Ob + Qw + Øs in which u = Ux ( 2 ) ( 3 ) represents the potential of the uniform current , and U is the current speed . The potential is the steady disturbance to the uniform current by the body ; and , and ò̟ ...
... respectively : Q = Qu + Ob + Qw + Øs in which u = Ux ( 2 ) ( 3 ) represents the potential of the uniform current , and U is the current speed . The potential is the steady disturbance to the uniform current by the body ; and , and ò̟ ...
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