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

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Page 213

Curves 16, 18, and 17 represent rms, mean amplitude and peak

respectively. Humphreys' curve 18 of mean amplitude

with McGregor's mean amplitude

Curves 16, 18, and 17 represent rms, mean amplitude and peak

**lift coefficients**,respectively. Humphreys' curve 18 of mean amplitude

**lift coefficients**agrees wellwith McGregor's mean amplitude

**lift coefficient**curve 27 which was derived by ...Page 214

(1981), showed a high jump of the

small Reynolds number range, 4x103-1.1x104. Their data represent mean

amplitude values obtained from stationary cylinders in flowing water in a water

flume, ...

(1981), showed a high jump of the

**lift coefficient**, from 0.3 to 0.63, in a relativelysmall Reynolds number range, 4x103-1.1x104. Their data represent mean

amplitude values obtained from stationary cylinders in flowing water in a water

flume, ...

Page 222

Gerrard's rms

maximum value of 0.92 at Reynolds number about 9x104. The lift decreases for

Reynolds numbers >10s. Gerrard's curve is a best-fit to the data. Curves 7 and 8,

...

Gerrard's rms

**lift coefficient**was derived from pressure measurements, and has amaximum value of 0.92 at Reynolds number about 9x104. The lift decreases for

Reynolds numbers >10s. Gerrard's curve is a best-fit to the data. Curves 7 and 8,

...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind