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

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Page 210

womjeneralitat FIGURE 4.4 TIME SERIES OF LIFT AND DRAG ( SCHEWE 1983 ) Reynolds Number FIGURE 4.5

womjeneralitat FIGURE 4.4 TIME SERIES OF LIFT AND DRAG ( SCHEWE 1983 ) Reynolds Number FIGURE 4.5

**LIFT COEFFICIENT**FOR STATIONARY CYLINDERS (. 31 ( a ) CL when remont -3 1 2 Ils ) ( h ) G -3 2 3 3 ( c ) Ci mani мма , - 3 Home imman ...Page 213

( 1969 ) with a cylinder aspect ratio of 5.25 , appear consistent and able with an average rm

( 1969 ) with a cylinder aspect ratio of 5.25 , appear consistent and able with an average rm

**lift coefficient**of 0.1 . ... Curves 16 , 18 , and 17 represent rms , mean amplitude and peak**lift coefficients**, respectively .Page 214

( 1981 ) , showed a high jump of the

( 1981 ) , showed a high jump of the

**lift coefficient**, from 0.3 to 0.63 , in a relatively small Reynolds number range , 4x103-1.1x104 . Their data represent mean amplitude values obtained from stationary cylinders in flowing water in a ...### 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 | |

24 other sections not shown

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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