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 330
... potential on the free surface at time t is known ( it is w ( 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 ...
... potential on the free surface at time t is known ( it is w ( 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 ...
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 1 and , indicate respectively the incident and scattered wave potentials . W 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 1 and , indicate respectively the incident and scattered wave potentials . W 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 |
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