海洋開発論文集
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
潜堤上の波形解析と実験
吉田 茂早川 典生細山田 得三
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1996 年 12 巻 p. 115-119

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The unsteady mild-slope wave equation to calculate wave deformation over a submerged breakwater is derived and some numerical calculation has been conducted with the result compared with the experimental data in order to assess the applicability of the derived equations.
As a result, the breaking wave attenuation coefficientis found to be 0.015 to obtain a good reproduction for the case of wave breaking over a submerged breakwater. The numerical result gives the breaking wave profiles over a submerged breakwater in a great detail both in space and time.

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© 社団法人 土木学会
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