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58巻
実河川を対象とした仮想破堤氾濫に対する水防林の減災効果
秋山 壽一郎重枝 未玲岡村 賢治和田 浩輔
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2014 年 70 巻 4 号 p. I_1543-I_1548

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The numerical simulations of inundation flows due to dyke breach are carried out by using a distributed hydrological model and a dynamic inundation model, which comprises the finite volume method on unstructured grid using FDS technique. The model is applied to simulate inundation flows due to hypothetical dyke breach in the Onga river basin, and the study is directed towards the examination of effects of breach process as well as flood damage mitigation by flood protection forest in the basin. It is found from numerical simulations that dyke breach flows are diverted and diffused by the forest, so that hydrodynamic forces acting on houses located behind the forest are substantially reduced.
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