海洋開発論文集
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
直立護岸との比較における緩傾斜護岸の越波量の評価と問題点
芹沢 真澄宇多 高明小林 昭男星上 幸良三波 俊郎古池 鋼
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2003 年 19 巻 p. 237-242

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Wave overtopping discharge of gently sloping revetment was evaluated in comparison with vertical-type seawall based on the experimental results given by Tamada et al. There are many cases that the gently sloping revetment is built in front of the existing seawall, because of the limitation of coastal land in Japan. However, this causes increase in wave overtopping over the revetment. This kind of application of gently sloping revetment must be avoided.

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