Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 58
Page 330
... potential on the free surface at time t is known ( it is ( x , y ) , when t = 0 ) . Once the solution at time t has be found , the potential on the new free surface profile at a subsequent time t + At can be obtained using equations ( 4 ) ...
... potential on the free surface at time t is known ( it is ( x , y ) , when t = 0 ) . Once the solution at time t has be found , the potential on the new free surface profile at a subsequent time t + At can be obtained using equations ( 4 ) ...
Page 396
... 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 , indicate respectively the incident and scattered wave potentials . Since 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 , indicate respectively the incident and scattered wave potentials . Since the ...
Page 456
... potential coefficients , which relate the velocity potential to source strengths , and the influence coefficients , which relate the normal derivatives of the velocity potential to source strengths . We use the fact that the potential ...
... potential coefficients , which relate the velocity potential to source strengths , and the influence coefficients , which relate the normal derivatives of the velocity potential to source strengths . We use the fact that the potential ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
29 other sections not shown
Other editions - View all
Common terms and phrases
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