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59巻
幅広断面開水路における第二種二次流の数値シミュレーション
鈴木 理沙木村 一郎清水 康行
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2015 年 71 巻 4 号 p. I_595-I_600

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This paper investigated the fundamental characteristics of the secondary current of the second kind in wide shallow open channel flows through the comparison between 3D computations and results of laboratory experiments performed by Blanckaert et al.1) Some previous studies have reported that the clear secondary current is not generated at the region where the distance from the side wall is larger than 2.5h (h: water depth). However, such damping of vortex strength was not observed in the present computations. To check the effect of side walls to the secondary current, we performed the computation under a periodic boundary condition in the lateral direction to neglect the effect of side walls. In this case, the secondary currents are generated clearly by non-linear k-ε model in the whole channel. Those results indicated that turbulence anisotropy is essential to generate the secondary current of the second kind though the persistent source of anisotropy, such as the existence of the side wall, is not necessary.
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© 2015 公益社団法人 土木学会
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