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

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Page 218

It seems reasonable to assume that correlation between cells is relatively low,

which is consistent with the idea that the spanwise correlation of lift force is

generally low for stationary cylinders, and that

can be ...

It seems reasonable to assume that correlation between cells is relatively low,

which is consistent with the idea that the spanwise correlation of lift force is

generally low for stationary cylinders, and that

**correlation length**of the lift forcecan be ...

Page 219

Integration of the correlation coefficient function with respect to a separation

distance between two locations (points 1 and 2) results in a

the reference location (e.g. point 1). Longer

...

Integration of the correlation coefficient function with respect to a separation

distance between two locations (points 1 and 2) results in a

**correlation length**atthe reference location (e.g. point 1). Longer

**correlation lengths**lead to larger total...

Page 233

FIGURE 5.15

1975). 5.3.1 Turbulence Novak et. al. (1975) found that

increased dramatically with the amplitude of motion. This increase was much

larger in ...

FIGURE 5.15

**CORRELATION LENGTH**AND TURBULENCE (NOVAK ET. AL.1975). 5.3.1 Turbulence Novak et. al. (1975) found that

**correlation length**increased dramatically with the amplitude of motion. This increase was much

larger in ...

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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