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Fouling performance in the filtration of water containing humic acid and/or kaolin with microporous membrane

机译:用微孔膜过滤含有腐殖酸和/或高岭土的水的结垢性能

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Acceleration tests were done using the small-scale microporous membrane (MF) module to predict the increase in transmembrane pressure at the constant flow rate dead-end filtration in a pilot plant for treating the river water or dam water. The kaolin suspension, solution of humic acid and the mixture of kaolin and humic acid were used as feed water in the acceleration tests. The conventional equations of medium blocking filtration were applied to predict the pressure increase for both pilot plant tests and small-scale ones. The experimental results are summarized as follows: (1) The pilot plant tests: The time course of transmembrane pressure was expressed by the complete blocking filtration equation or the standard one when the unstable time at the beginning of operation was excluded. (2) The acceleration tests using small-scale membrane module: (a) No increase in transmembrane pressure was observed when the kaolin suspension and the bentonite one were used as feed water, (b) The increasing rate of transmembrane pressure was lowered by the addition of coagulant into the humic acid solution, (c) The humic acid had a great influence on the increasing rate of transmembrane pressure in the filtration of water containing kaolin or no kaolin and (d) Similar curves of filtration time vs, transmembrane pressure were obtained in the acceleration tests as were obtained in pilot plant tests. [References: 9]
机译:使用小型微孔膜(MF)模块进行加速测试,以预测在处理河流水或大坝水的中试工厂中,以恒定流速进行死端过滤时跨膜压力的增加。在加速试验中,将高岭土悬浮液,腐殖酸溶液以及高岭土和腐殖酸的混合物用作给水。应用常规的介质阻塞过滤方程式来预测中试和小规模试验的压力增加。实验结果总结如下:(1)中试试验:排除操作开始时的不稳定时间后,用完全阻塞过滤方程或标准方程表示跨膜压力的时程。 (2)使用小规模膜组件的加速试验:(a)当将高岭土悬浮液和膨润土用作进水时,未观察到跨膜压力的升高;(b)膜渗透压的升高速率因在腐殖酸溶液中添加凝结剂,(c)腐殖酸对过滤含高岭土或不含高岭土的水时跨膜压力的增加速率有很大影响,并且(d)过滤时间与跨膜压力的曲线相似。在加速试验中获得的结果与在工厂试验中获得的结果相同。 [参考:9]

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