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 11
... given that a linear crest of height a occurs at the EMI sensor , and vice versa ( see Figure 1 ) . We have also examined the conditional profile at one sensor given a trough at the other sensor . Typical results ( representative of a ...
... given that a linear crest of height a occurs at the EMI sensor , and vice versa ( see Figure 1 ) . We have also examined the conditional profile at one sensor given a trough at the other sensor . Typical results ( representative of a ...
Page 79
... given by x2 | Roo + 12 x2 | R - 12 2 ( 15 ) .m c ( H. ) u.m c ( μ . ) u.m + A2 ( μ . ) + A2 ( H . ) In + A2 ( μ_ ) ( w + 1 ) Zof ( w - fzof Eq . ( 15 ) is an implicit equation for determination of um . For a given seabed roughness ...
... given by x2 | Roo + 12 x2 | R - 12 2 ( 15 ) .m c ( H. ) u.m c ( μ . ) u.m + A2 ( μ . ) + A2 ( H . ) In + A2 ( μ_ ) ( w + 1 ) Zof ( w - fzof Eq . ( 15 ) is an implicit equation for determination of um . For a given seabed roughness ...
Page 80
... given by Z Zof St = h + - Zof where | R | = ( U2 + v2 ) 1/2 ( 23 ) QR + = $ ot + arctg ( 24 ) ( 35 ) ( 36 ) where U , V and of are given in Eqs ( 22 ) , ( 23 ) and ( 16 ) , respectively . One should note that R = 90+ at z = Zof ( or 5+ ...
... given by Z Zof St = h + - Zof where | R | = ( U2 + v2 ) 1/2 ( 23 ) QR + = $ ot + arctg ( 24 ) ( 35 ) ( 36 ) where U , V and of are given in Eqs ( 22 ) , ( 23 ) and ( 16 ) , respectively . One should note that R = 90+ at z = Zof ( or 5+ ...
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