## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |

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Page 266

However , a distinct disadvantage is associated with BEM , i . e . , a fundamental

equations fail to give

Figure 1 .

However , a distinct disadvantage is associated with BEM , i . e . , a fundamental

**solution**is required and singular integrals exist . Sometimes the integralequations fail to give

**solution**due to irregular frequencies . Incident waves | 2aFigure 1 .

Page 329

In the numerical wave tank model , the fully nonlinear dynamic and kinematic free

- surface boundary conditions have been applied and the boundary integral

equation ( BIE )

In the numerical wave tank model , the fully nonlinear dynamic and kinematic free

- surface boundary conditions have been applied and the boundary integral

equation ( BIE )

**solution**to the Laplacian problem has been obtained using the ...Page 392

The Stokes wave

When steepness of incoming wave is high , or when reflected wave reaches the

inlet boundary , the numerical

The Stokes wave

**solution**for the IGN equations are obtained numerically ( 12 ] .When steepness of incoming wave is high , or when reflected wave reaches the

inlet boundary , the numerical

**solution**can be unstable near the inlet boundary ...### What people are saying - Write a review

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### Contents

OCEAN SPACE UTILIZATION | 1 |

00000000000000000000000000000000 | 11 |

OMAE200729557 | 17 |

Copyright | |

22 other sections not shown

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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine