## 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

is re-established with a turbulent cylinder boundary layer. The vortex shedding

persists at

In the postcritical

**Reynolds number**range (Re=3.5x10°), regular vortex sheddingis 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

lower supercritical flow regime) there is a high mean lift ... The rms lift coefficient

from force measurements in water is about 0.4 for

However, it is well documented that for

**Reynolds numbers**2x10°-8x10" (critical tolower 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

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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### Common terms and phrases

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