土木学会論文集B1(水工学)
Online ISSN : 2185-467X
ISSN-L : 2185-467X
水工学論文集第60巻
樹林帯と海岸堤防の組合せ配置による津波の海岸堤防越流量の変化
五十嵐 善哉田中 規夫
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ジャーナル フリー

2016 年 72 巻 4 号 p. I_397-I_402

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 The Great East Japan tsunami has revealed the limit of hard solution by only sea embankment. Thereafter, a multiple defense system for Level2 tsunami that combined coastal forest and sea embankment is planned. This study is conducted to clarify the change of overflow rate from embankment with the location and thickness of coastal forest. Flume with sudden opening gate for making tsunami-like unsteady flow was used to investigate the change with various multiple defense models. The results indicates that seaside coastal forest can reduce overtopping flow rate than landward. Even when the seaside forest is thin, the flow pattern change in front of embankment increases the total reflection and decreases the overflow rate around 10%, although the forest itself does not increase the reflection.
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