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 142
... maximum has been found , and not the global maximum , since the derivation of the optimum condition is based on a necessary condition for a maximum . Hence , we should use our knowledge of the problem when the results are considered ...
... maximum has been found , and not the global maximum , since the derivation of the optimum condition is based on a necessary condition for a maximum . Hence , we should use our knowledge of the problem when the results are considered ...
Page 172
... maximum wave particle velocity , when there is a current Umax = Uwmax + Uc , Uwmax is the depth averaged value of wave particle motion , u , is the current velocity , um is the root mean square value of wave particle movement . 2 ...
... maximum wave particle velocity , when there is a current Umax = Uwmax + Uc , Uwmax is the depth averaged value of wave particle motion , u , is the current velocity , um is the root mean square value of wave particle movement . 2 ...
Page 438
... maximum Reynolds number was about 35,000 . The in - line ( drag ) as well as transverse ( lift ) forces and the ... maximum for the in - line restrained case occurred at about V , St = 1.2 with Ay / D = 0.95 . For fnx / fny = 1 , Ay / D ...
... maximum Reynolds number was about 35,000 . The in - line ( drag ) as well as transverse ( lift ) forces and the ... maximum for the in - line restrained case occurred at about V , St = 1.2 with Ay / D = 0.95 . For fnx / fny = 1 , Ay / D ...
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