## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 202

S De In the postcritical

S De In the postcritical

**Reynolds number**range ( Re > 3.5x108 ) . regular vortex shedding is re - established with a turbulent cylinder boundary layer . The vortex shedding persists at**Reynolds numbers**as high as 1011 ( Griffin et . al ...Page 215

However , it is well documented that for

However , it is well documented that for

**Reynolds numbers**2x 105-8x105 ( critical to lower supercritical flow regime ) there is a ... The rms lift coefficient from force measurements in water is about 0.4 for**Reynolds number**< 5x103 .Page 241

TABLE 5.4 COMPILED DRAG COEFFICIENT DATA VS

TABLE 5.4 COMPILED DRAG COEFFICIENT DATA VS

**REYNOLDS NUMBER**1 1 1 Zdravkovich , M. M. , Brand ,. Curve # Authors Low Re High Re Medium Cylinder Comments S S S S S On von A WNS air S . air S Relf - Simmons 1.0E + 02 2.0E + 06 air Sallet ...### What people are saying - Write a review

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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 approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind