期刊论文详细信息
| Proceedings of the International Conference on Coastal Engineering | |
| STEEP UNSTEADY WATER WAVES: AN EFFICIENT COMPUTATIONAL SCHEME | |
| D.H. Peregrine1  J.W. Dold1  | |
| [1] School of Mathematics, University of Bristol | |
| 关键词: computational scheme; steep waves; unsteady waves; | |
| DOI : 10.9753/icce.v19.%p | |
| 学科分类:建筑学 | |
| 来源: Coastal Engineering Research Council | |
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【 摘 要 】
A new method for computing the unsteady motion of a water surface, including the overturning of water waves as they break, has been developed. It is based on a Cauchy theorem boundary integral for the evaluation of multiple time derivatives of the surface motion. The numerical implementation of the method is efficient, accurate and stable.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912020439674ZK.pdf | 127KB |
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