Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 218
4.2.3 Vortex Cells Experimental evidence from uniform and shear flows about
stationary cylinders indicates that the shed vortices have a significant length in
the axial (along the cylinder axis) direction, leading to the term "vortex cell".
Smoke ...
4.2.3 Vortex Cells Experimental evidence from uniform and shear flows about
stationary cylinders indicates that the shed vortices have a significant length in
the axial (along the cylinder axis) direction, leading to the term "vortex cell".
Smoke ...
Page 219
Longer correlation lengths lead to larger total force [Bendat & Piersol (1986)] and
therefore generally larger response. Variations in correlation length affect lift
coefficient values reported from lift force experiments. Researchers whose test ...
Longer correlation lengths lead to larger total force [Bendat & Piersol (1986)] and
therefore generally larger response. Variations in correlation length affect lift
coefficient values reported from lift force experiments. Researchers whose test ...
Page 233
FIGURE 5.15 CORRELATION LENGTH AND TURBULENCE (NOVAK ET. AL.
1975) EFFECT OF A/D ON Lc/D ... (1975) found that correlation length increased
dramatically with the amplitude of motion. This increase was much larger in ...
FIGURE 5.15 CORRELATION LENGTH AND TURBULENCE (NOVAK ET. AL.
1975) EFFECT OF A/D ON Lc/D ... (1975) found that correlation length increased
dramatically with the amplitude of motion. This increase was much larger in ...
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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