Momentum dispersion and wall friction in free surface flows above non-uniform bottom roughness

被引:0
|
作者
Soualmia, A. [1 ]
Masbernat, L. [1 ]
Zaouali, S. [1 ]
Kaffel, A. [1 ]
机构
[1] INAT, Lab Sci & Tech Eau, Tunis, Tunisia
来源
ENVIRONMENTAL HYDRAULICS: THEORETICAL, EXPERIMENTAL AND COMPUTATIONAL SOLUTIONS | 2010年
关键词
Wall friction; Saint Venant equations; Secondary flows; dispersion; roughness; turbulence;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The effects of secondary flows on the momentum dispersion were analyzed in this study, for the case of free surface flows above non-uniform bottom roughness. In a first step, 3D-simulations were achieved using an anisotropic Reynolds stress model to determine the wall friction and the dispersion terms present in the depth averaged momentum equation. In a second step closure assumption of these terms were tested to define a 2D-Saint Venant model which is solved to calculate the transverse profile of the depth-averaged velocity. This approach was applied, to experiments achieved in a free surface flows above non-homogeneous rough bottom in a rectangular channel (realized at the 'Institut de Mecanique des Fluides de Toulouse -IMFT-'), and also to experimental results available in literature, and witch are achieved in open channels with periodic transverse variation of the bottom roughness.
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页码:97 / 101
页数:5
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