## 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 110

A generic planar wavemaker is located at one end of a semi-infinite, two-

dimensional

mean position ...

A generic planar wavemaker is located at one end of a semi-infinite, two-

dimensional

**channel**of finite length. The still-water depth of the fluid in the**channel**is denoted by d. Cartesian coordinates are employed with x = 0 at themean position ...

Page 111

but restricts the development to a horizontal bottom. The current formulation

admits an arbitrary geometry for the

...

**channel**bottom. This additional term eliminates rB from the contour of integration,but restricts the development to a horizontal bottom. The current formulation

admits an arbitrary geometry for the

**channel**bottom. Also, it should be noted that...

Page 139

I and Low-Pass Filtered (0.05 Hz) Wind Speed (File 27 -

100 200 300 400 500 600 700 800 900 1000 Wave Record and Low-Pass

Filtered (0.05 Hz) Cramer Wave Envelope (File 27 -

'j ' 0 ...

I and Low-Pass Filtered (0.05 Hz) Wind Speed (File 27 -

**Channel**5) * s 8 (a) 0100 200 300 400 500 600 700 800 900 1000 Wave Record and Low-Pass

Filtered (0.05 Hz) Cramer Wave Envelope (File 27 -

**Channel**5) 8 1 o 3 (b) *' M "U'j ' 0 ...

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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