Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 24
... vertical eddy viscosity , respectively ; f , the Coriolis parameter ; and g , the gravitional acceleration . In the vertical momentum equation ( 4 ) , the acceleration term , convective term and viscous term are negligible com- pared to ...
... vertical eddy viscosity , respectively ; f , the Coriolis parameter ; and g , the gravitional acceleration . In the vertical momentum equation ( 4 ) , the acceleration term , convective term and viscous term are negligible com- pared to ...
Page 26
... vertical direction with elevation of the sea surface . Figure 7 shows a comparison of velocity vector at flood tide in a vertical plane under three conditions : no floating structure , a restricted and a vertically free floating ...
... vertical direction with elevation of the sea surface . Figure 7 shows a comparison of velocity vector at flood tide in a vertical plane under three conditions : no floating structure , a restricted and a vertically free floating ...
Page 136
... vertical truncated cylinders ( array Al , body geometry G1 ) absorbing in single heave and sway modes , as well as in the combined heave and sway motions . It is noted that the power absorption capability of the array for the combined ...
... vertical truncated cylinders ( array Al , body geometry G1 ) absorbing in single heave and sway modes , as well as in the combined heave and sway motions . It is noted that the power absorption capability of the array for the combined ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope