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

### From inside the book

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Page 58

coexisting field In such a situation, the

The difference between the maximum

**Lift Force**Coefficients for the Composite Pipeline In case of regular wave-currentcoexisting field In such a situation, the

**lift forces**for each wave are quite uniform.The difference between the maximum

**lift force**in each wave are small, so the ...Page 207

where FL is the measured

diameter, L is the cylinder length, and V is the flow velocity. In model tests on

stationary cylinders, the

...

where FL is the measured

**lift force**, p is the fluid mass density, D is the cylinderdiameter, L is the cylinder length, and V is the flow velocity. In model tests on

stationary cylinders, the

**lift force**is measured directly by force transducers (force...

Page 326

2 Models for

4] proposed a model which would superpose ;V harmonic components of the

2 Models for

**lift forces**in oscillatory flow Fourier Series Model. Chakrabarti, et al, [4] proposed a model which would superpose ;V harmonic components of the

**lift****force**using a (properly calibrated)**lift force**coefficient, Cl(u), and phase t!>(n) for ...### What people are saying - Write a review

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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