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56巻
個別要素法を用いた河床変動計算
笠原 孟清水 康行木村 一郎山口 里実
著者情報
キーワード: 個別要素法, 河床変動, 砂堆
ジャーナル フリー

2012 年 68 巻 4 号 p. I_1201-I_1206

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抄録
In this paper, we try to simulate a bed-deformation using numerical computation. For calculation of sand particles, we employed Distinct Element Method called DEM. This scheme calculates the sand particle collisions by mechanical elements, such as springs, dashpots, and sliders. DEM enable us to calculate multi-particle collision. For flow calculation, the Unsteady Reynolds Averaged Navier Stokes model called URANS model was employed. In this model, we selected 2nd ordered non-liner k-e model for turbulence scheme. To coupling between the particle calculation and flow calculation, we apply the relationship between the saltation layer and the Shields stress which proposed by M. Colombini and A. Stocchino. In our previous results, we cannot simulate dune characteristic, such as sand wave movement, wave length, and wave height which correspond particular fluid condition. From this point, this paper proposes a new scheme which evaluate saltation layer with Shields layer. We conduct a numerical computation follow a well-studied fluid condition, and evaluate its effect on the bed-formations.
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© 2012 公益社団法人 土木学会
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