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Computational modelling of unsaturated flow of liquid in heap leaching—using the results of column tests to calibrate the model

机译:堆浸过程中非饱和液体流动的计算模型-使用柱测试的结果来校准模型

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摘要

Unsaturated flow of liquid in a bed of uniform and spherical ore particles is studied numerically and experimentally. An unsteady and two-dimensional model is developed based on the mass conservation equations of liquid phase in the bed and in the particles. The model equations are solved using a fully implicit finite difference method giving the distribution of the degree of saturation in the particles and in the bed and the vertical velocity of flow in the bed, as well as, the effect of periodic infiltration on the above distributions. To calibrate the computational model, several column tests are performed using periodic infiltration of water on 40cm high columns composed of ore having particles smaller than 25mm. The numerical analysis shows that (a) the results obtained from numerical modelling under the same operating conditions as used for column tests, are in good agreement with those from experimental procedure, (b) the degree of saturation of the bed and the time required to reach steady state conditions depend on the inflow of water and intrinsic permeability of the bed and (c) the velocity fluctuations and the fluctuations of the degree of saturation in the bed depend on the inflow of water, period of infiltration, height and intrinsic permeability of the bed.
机译:数值和实验研究了均匀球形矿石颗粒床中液体的不饱和流动。基于床层和颗粒中液相的质量守恒方程,建立了非稳态二维模型。使用完全隐式有限差分法求解模型方程,给出颗粒和床中的饱和度分布以及床中的垂直流速,以及周期性渗透对上述分布的影响。为了校准计算模型,使用周期性水渗透到40cm高的柱上进行了几次柱测试,该柱由粒径小于25mm的矿石组成。数值分析表明,(a)在与色谱柱测试相同的操作条件下,通过数值建模获得的结果与实验步骤的结果非常吻合,(b)床的饱和度和所需的时间达到稳态条件取决于水的流入量和床层的固有渗透率,并且(c)床的速度波动和饱和度的波动取决于水的流入量,渗透时间,床的高度和固有渗透率床

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