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57巻
粗面滑面並行開水路における横断方向運動量輸送に関する数値解析
木村 一郎Uijttewaal Wim S.J.
著者情報
ジャーナル フリー

2013 年 69 巻 4 号 p. I_847-I_852

詳細
抄録
Momentum transfer of open channel flows in the lateral direction is important in sediment transport, environment in rivers, etc. Three-dimensional (3D) computations of shallow open channel flows on two parallel lanes of bed with different roughness parameters are presented in this paper. Lateral transfer of streamwise momentum is caused by three different effects, i.e., a cross-sectional secondary current due to turbulence anisotropy (secondary current of the second kind), a turbulence mixing with shear instability and a mass transfer from the rough-bottomed lane to the smooth-bottomed lane due to flow redistribution. Vermaas et al (2011)1) have shown experimentally that the rate of contribution of each mechanism to momentum transfer is closely affected by depth. We tried to simulate the momentum transfer on the roughness transition using three dimensional computational models with a URANS type k- turbulence model. The present numerical results showed that the computational model with a second order non-linear k- model could estimate excellently the each effect on the momentum transfer depending on a flow depth.
著者関連情報
© 2013 公益社団法人 土木学会
前の記事 次の記事
feedback
Top