Turbulent non-uniform flows in straight compound open-channels

被引:32
|
作者
Proust, Sebastien [1 ]
Fernandes, Joao N. [2 ,3 ]
Peltier, Yann [1 ]
Leal, Joao B. [4 ,5 ]
Riviere, Nicolas [6 ]
Cardoso, Antonio H. [7 ,8 ]
机构
[1] IRSTEA, UR HHLY, Hydrol Hydraul Res Unit, F-69100 Villeurbanne, France
[2] Natl Lab Civil Engn, CEHIDRO, P-1700066 Lisbon, Portugal
[3] Natl Lab Civil Engn, Hydraul & Environm Dept, P-1700066 Lisbon, Portugal
[4] Univ Nova Lisboa, Fac Ciencias & Tecnol, CEHIDRO, P-2829516 Caparica, Portugal
[5] Univ Nova Lisboa, Fac Ciencias & Tecnol, Dept Civil Engn, P-2829516 Caparica, Portugal
[6] Univ Lyon, INSA Lyon, LMFA, F-69621 Villeurbanne, France
[7] Univ Tecn Lisboa, Inst Super Tecn, CEHIDRO, P-1049001 Lisbon, Portugal
[8] Univ Tecn Lisboa, Inst Super Tecn, DECivil, P-1049001 Lisbon, Portugal
关键词
Compound open-channel flow; laboratory studies; non-uniform flow; transverse momentum flux; turbulent mixing layers;
D O I
10.1080/00221686.2013.818586
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The reported experimental study assesses the effects of flow non-uniformity on the momentum flux in straight compound channels. Two flumes were used, featuring vertical and sloping banks. Starting with uniform flow condition, various imbalances in the upstream discharge distribution were introduced. This resulted in a time-averaged lateral flow and advective transport of momentum, which interacted with the shear-layer turbulence generated by the compound geometry. To investigate this interaction, the three contributions to transverse momentum flux (depth-averaged flow, shear-layer turbulence and dispersive term of spanwise velocity) are assessed. The first two contributions were strengthened by the sloping banks, while the third becomes important for the case of the vertical bank. With a lateral flow towards the main channel, the first contribution rises at the expense of the second. With a lateral flow towards the floodplain, the first two contributions have the same order of magnitude, and the Boussinesq approach is invalidated.
引用
收藏
页码:656 / 667
页数:12
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