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Percolation-based model for straining-dominant deep bed filtration

机译:基于渗滤的应变为主的深床过滤模型

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A straining-dominant filtration model based on directed bond percolation is proposed. The infinite cluster structure of this model is relevant to filtration properties. Thus, a direct electrifying algorithm is modified for infinite cluster backbone identification, and the geometrical characteristic of the infinite cluster is analyzed. In addition, the relationship between the normalized effluent concentration and infinite cluster is established. The model is validated by comparing the particle concentrations estimated from analyzing the property of filtration cluster of network model with the normalized effluent concentration obtained from filtration process simulation and the experimental data. The results show that normalized effluent concentrations estimated from cluster analysis are consistent with the experimental data and filtration simulated result. Finally, the sensitivity of pore size distribution (PSD) parameters to normalized effluent concentrations estimation is analyzed. Assuming that the PSD is lognormal, the normalized effluent concentrations increase as the location parameter mu increases and scale parameter sigma decreases. (C) 2015 Elsevier B.V. All rights reserved.
机译:提出了一种基于定向键渗滤的应变主导型过滤模型。该模型的无限簇结构与过滤特性有关。因此,修改了直接通电算法以识别无限簇的主干,并分析了无限簇的几何特征。此外,建立了标准化废水浓度与无限簇之间的关系。通过将通过分析网络模型的过滤簇的特性而估计的颗粒浓度与从过滤过程模拟和实验数据获得的标准化废水浓度进行比较,从而验证模型的有效性。结果表明,通过聚类分析估算的标准化废水浓度与实验数据和过滤模拟结果一致。最后,分析了孔径分布(PSD)参数对归一化废水浓度估算的敏感性。假设PSD为对数正态分布,则随着位置参数mu的增加和比例参数sigma的减小,归一化的污水浓度会增加。 (C)2015 Elsevier B.V.保留所有权利。

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