Numerical Tsunami Analysis by A Three-Dimensional Model with non-Hydrostatic Pressure
スポンサーリンク
概要
- 論文の詳細を見る
The usual numerical Tsunami analysis is based on horizontally two-dimensional shallow water theory. But this method can not give a sufficiently accurate results for a flow around coastal structures. Thus a three-dimensional numerical method is developed for analysis of Tsunami. The numerical results are compared with the experimental results to check the applicability of the present model. The present method reproduces the complex flow which has not been computed by the conventional numerical model.
- 東海大学の論文
著者
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Fujima Koji
Department Of Civil And Environmental Engineering National Defense Academy
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Goto Chiaki
Department Of Civil Engineering
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MASAMURA KENJI
Department of Civil and Environmental Engineering, National Defense Academy
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Masamura Kenji
Department Of Civil And Environmental Engineering National Defense Academy
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