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

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Page 240

Available information about the particular model test is provided in Table 5.4

Chen (1972) compiled

experimental data from a number of authors, including Schlichting (1968), Keefe (

1961), ...

Available information about the particular model test is provided in Table 5.4

Chen (1972) compiled

**drag coefficient**data in uniform flow. He compiledexperimental data from a number of authors, including Schlichting (1968), Keefe (

1961), ...

Page 241

(1983) used stationary cylinders in turbulent flow to measure the

in wind flow at subcritical and supercritical Reynolds numbers. They used

pressure taps to measure the circumferential pressure around the cylinder. The

drag ...

(1983) used stationary cylinders in turbulent flow to measure the

**drag coefficient**in wind flow at subcritical and supercritical Reynolds numbers. They used

pressure taps to measure the circumferential pressure around the cylinder. The

drag ...

Page 242

between 0.2 - 0.7 at Reynolds number of 106, and 0.4 - 0.85 at the high Reynolds

number of 107. Points 16 show the higher

However, the cylinder surface was not smooth but had a roughness of 0.0002.

between 0.2 - 0.7 at Reynolds number of 106, and 0.4 - 0.85 at the high Reynolds

number of 107. Points 16 show the higher

**drag coefficient**values as high as 0.85.However, the cylinder surface was not smooth but had a roughness of 0.0002.

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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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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