## 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 76

Page 119

where R is the right-hand side of

differencing is used, we solve two tridiagonal systems of

boundary conditions on S, in

boundary ...

where R is the right-hand side of

**equation**(15). When standard centraldifferencing is used, we solve two tridiagonal systems of

**equations**. Theboundary conditions on S, in

**equation**(17) are the periodic conditions in n. Theboundary ...

Page 169

multiplying Pero with one of the reduction formulas presented in the previous

section (

results for tube C22J1–50 for zero pressure are seen to compare well with

multiplying Pero with one of the reduction formulas presented in the previous

section (

**Equations**16, 17 or 18) or by the ... 1 (25) In Figure 9, the analyticalresults for tube C22J1–50 for zero pressure are seen to compare well with

**Equation**23, ...Page 356

2 Governing

incompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity

while the ...

2 Governing

**Equations**and Pressure Correction Formulation The governing**equations**are the following non-dimensionalized Navier-Stokes**equations**ofincompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity

**equation**,while the ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind