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Modeling stratified suspension concentration distribution in turbulent flow using fractional advection-diffusion equation

机译:使用分数平坦扩散方程模拟湍流中的分层悬浮浓度分布

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The distribution of suspended sediment particles in a steady, uniform and stratified turbulent flow through open-channels is investigated in this study using fractional advection-diffusion equation (FADE). Unlike previous studies on FADE, the FADE is employed with the effects of stratification due to the presence of the sediment particles. Analogous to the approach of stratified flow, the effect of stratification is connected with the damping of the sediment diffusivity. A general model of sediment diffusion coefficient in stratified flow is proposed which changes along vertical direction as well as with the order of the fractional derivative. Finally the model of sediment distribution is derived incorporating the effects of non-local transport of particles, stratification, hindered settling velocity and damping of mixing length. The model is solved numerically using the fractional Adams-Bashforth-Moulton method and solutions are validated with the experimental data. The validation results are satisfactory. The variation of the depth average sediment diffusion coefficient and the proposed model of sediment diffusion coefficient with the fractional order alpha are investigated. The results show that with the decrease of fractional order alpha, the value of depth average sediment diffusion coefficient increases and the depth variable sediment diffusion coefficient shows a overall increases throughout the flow depth. The rationality of the dependence of alpha on both types of sediment diffusion coefficients have been justified physically. It is also found that the effect of stratification results a decrease both for the suspension distribution and the sediment diffusion coefficient which is consistent with the results using traditional ADE.
机译:在该研究中,使用分数平坦扩散方程(褪色)在本研究中研究了稳定,均匀和分层湍流流动的悬浮沉积物颗粒的分布。与先前的淡化研究不同,淡出由于沉积物颗粒的存在而采用分层的影响。类似于分层流动的方法,分层的效果与沉积物扩散率的阻尼相连。提出了一种分层流动沉积物扩散系数的一般模型,其沿垂直方向以及分数衍生物的顺序变化。最后,衍生沉积​​物分布的模型,包括非局部运输颗粒,分层,阻碍沉降速度和混合长度阻尼的影响。该模型在数值上使用分数adams-Bashforth-Moulton方法和解决方案进行了验证的实验数据。验证结果令人满意。研究了深度平均沉积物扩散系数的变化和与分数阶α的沉积物扩散系数的提出模型。结果表明,随着分数阶α的减少,深度平均沉积物扩散系数的值增加,深度可变沉积物扩散系数显示整个流动深度的总增加。 α在两种类型的沉积物扩散系数上的依赖性的合理性在物理上已经证明。还发现分层结果的效果对于悬浮液和沉积物扩散系数的效果降低,这与使用传统ade的结果一致。

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