Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 56
One is the lift force and another is the force excited by vertical component (
velocity and acceleration) of wave particle movement. The lift forces F.' are
caused by the vortex shedding and velocity gradient phenomena. As mentioned
by many ...
One is the lift force and another is the force excited by vertical component (
velocity and acceleration) of wave particle movement. The lift forces F.' are
caused by the vortex shedding and velocity gradient phenomena. As mentioned
by many ...
Page 94
(20) and applying the second-step BEM, i.e. the integral equation given by Eq.(6),
we can obtain the time derivative of the velocity potential opt'(t+At) on the body
surface. Substituting again pt'(t+At) into Eq.(18), d2Xi'/dt2 can be calculated.
(20) and applying the second-step BEM, i.e. the integral equation given by Eq.(6),
we can obtain the time derivative of the velocity potential opt'(t+At) on the body
surface. Substituting again pt'(t+At) into Eq.(18), d2Xi'/dt2 can be calculated.
Page 268
E. i-ntop-1 T. P.P.[E(m) *} dxo The dimensionless normal velocity, U., at the pipe
entrance, must be specified in Eqs. (16) and (17). We have used two different
normal velocity distributions. In one case, we assume that the normal component
of ...
E. i-ntop-1 T. P.P.[E(m) *} dxo The dimensionless normal velocity, U., at the pipe
entrance, must be specified in Eqs. (16) and (17). We have used two different
normal velocity distributions. In one case, we assume that the normal component
of ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind