Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 202
In the postcritical Reynolds number range (Re=3.5x10°), regular vortex shedding
is re-established with a turbulent cylinder boundary layer. The vortex shedding
persists at Reynolds numbers as high as 10" [Griffin et al. (1982)] Many ...
In the postcritical Reynolds number range (Re=3.5x10°), regular vortex shedding
is re-established with a turbulent cylinder boundary layer. The vortex shedding
persists at Reynolds numbers as high as 10" [Griffin et al. (1982)] Many ...
Page 215
However, it is well documented that for Reynolds numbers 2x10°-8x10" (critical to
lower supercritical flow regime) there is a high mean lift ... The rms lift coefficient
from force measurements in water is about 0.4 for Reynolds number < 5x10°.
However, it is well documented that for Reynolds numbers 2x10°-8x10" (critical to
lower supercritical flow regime) there is a high mean lift ... The rms lift coefficient
from force measurements in water is about 0.4 for Reynolds number < 5x10°.
Page 241
TABLE 5.4 COMPILED DRAG COEFFICIENT DATA VS REYNOLDS NUMBER
Curve # Authors Low Re High Re Medium Cylinder Comments 1 Relf - Simmons
1.0E+02 2.0E+06 air s uniform flow, based on experiments by Wieseelberger 2 ...
TABLE 5.4 COMPILED DRAG COEFFICIENT DATA VS REYNOLDS NUMBER
Curve # Authors Low Re High Re Medium Cylinder Comments 1 Relf - Simmons
1.0E+02 2.0E+06 air s uniform flow, based on experiments by Wieseelberger 2 ...
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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