Transversal and longitudinal mixing in compound channels

被引:22
|
作者
Besio, G. [1 ]
Stocchino, A. [1 ]
Angiolani, S. [1 ]
Brocchini, M. [2 ]
机构
[1] Univ Genoa, Dept Civil Environm & Architectural Engn, I-16145 Genoa, Italy
[2] Polytech Univ Marche, Dept Civil & Bldg Engn & Architecture, Ancona, Italy
关键词
DISPERSION COEFFICIENTS; DIFFUSION; TRANSPORT;
D O I
10.1029/2012WR012316
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An experimental campaign, based on particle image velocimetry (PIV) measurements of free-surface velocities, forms the basis for an analysis of the mixing processes which occur in a compound-channel flow. The flow mixing is characterized in terms of Lagrangian statistics (absolute dispersion and diffusivity) and of the related mean flow characteristics. Mixing properties strongly depend on the ratio r(h) between the main channel flow depth (h*(mc)) and the floodplain depth (h*(fp)), and three flow classes can be identified, namely shallow, intermediate, and deep flows. In the present study the large time asymptotic behavior of the mixing characteristics is analyzed in terms of the absolute diffusivity in order to characterize typical values of longitudinal and transversal diffusivity coefficients. Various sets of experiments, which cover a wide range of the governing physical parameters, have been performed and the asymptotic values of the absolute diffusivity have been evaluated. The results are then compared with several studies of flow dispersion for both the longitudinal diffusivity coefficient and the transversal turbulent mixing coefficient. The present results highlight a stronger dependence of such coefficients with the flow-depth ratio than with the flow regime (Froude number). Citation: Besio, G., A. Stocchino, S. Angiolani, and M. Brocchini (2012), Transversal and longitudinal mixing in compound channels, Water Resour. Res., 48, W12517, doi:10.1029/2012WR012316.
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页数:15
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