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

### From inside the book

Results 1-3 of 47

Page 268

The dimensionless normal velocity, U. , at the

Eqs. (16) and (17). We have used two different normal velocity distributions. In

one case, we assume that the normal component of the intake velocity is constant

...

The dimensionless normal velocity, U. , at the

**pipe**entrance, must be specified inEqs. (16) and (17). We have used two different normal velocity distributions. In

one case, we assume that the normal component of the intake velocity is constant

...

Page 269

9 and 10 show the rays for t -0.6 and fJ0-0° and 45° , respectively, around the

symmetric about y »0, turn towards the

...

9 and 10 show the rays for t -0.6 and fJ0-0° and 45° , respectively, around the

**pipe**whose diameter it 2k . In the Pc-0° case, the wave orthogonals, which aresymmetric about y »0, turn towards the

**pipe**only near the**pipe**wall. In the P0-45°...

Page 411

In the case of single

horizontal RGD members at both its extreme ends. The reactions obtained from

the RGD members also would provide us the g-factor for the single

...

In the case of single

**pipe**(Model-5), the**pipe**was supported by a pair ofhorizontal RGD members at both its extreme ends. The reactions obtained from

the RGD members also would provide us the g-factor for the single

**pipe**. MODAL...

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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