Effect of Eddy Viscosity and Turbulent Schmidt Number on Suspended Sediment Concentration Profiles: interest of the Fractional Advection-Diffusion Equation

被引:0
作者
Welderufael, Meron [1 ,2 ,3 ]
Absi, Rafik [2 ]
Faraj, Ali [3 ]
机构
[1] CY Cergy Paris Univ, Cergy Pontoise, France
[2] ECAM EPMI, Cergy Pontoise, France
[3] EBI, Cergy Pontoise, France
来源
PROCEEDINGS OF THE 39TH IAHR WORLD CONGRESS | 2022年
关键词
Turbent flow; concentration profile; Turbulnt Schmidt number; eddy viscosity; fractional advection-diffusion equation; TRANSPORT; LOAD; FLOW;
D O I
10.3850/IAHR-39WC2521716X20221124
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The aim of this study is to find an improved model for concentration profiles in turbulent flows. We investigated three parameters to improve concentration profiles: the inverse of the Schmidt number (beta), eddy viscosity and the use of a fractional derivative order 0<alpha<=1 in the diffusion term instead of the traditional advection Diffusion Equation (ADE). We introduce a numerical scheme based on the L1 method to solve the fractional advection-diffusion equation (fADE) and make the following assessment: (1) beta using the Rouse equation and (2) eddy viscosity profiles using the ADE and fADE. The results show that beta depends on the flow and sediment characteristics while the assumption of equality between the eddy viscosity and the sediment diffusivity is inaccurate. For the eddy viscosity, similar results are obtained from the parabolic and exponential formulations, indicating a weak contribution of the vertical fluid momentum on sediment concentration profiles. Knowing the best values for the parameters, we resolved the fADE by numerically optimizing the value for alpha. Our results show an improvement provided by the fractional calculus (alpha<1) with respect to experimental data and demonstrated the non-local behavior of sediment distribution in turbulent flow.
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页码:4313 / 4320
页数:8
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