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Combined effects of coagulation and adsorption on ultrafiltration membrane fouling control and subsequent disinfection in drinking water treatment

机译:凝血和吸附对饮用水处理中超滤膜污垢控制及随后消毒的综合影响

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This study investigated the combined effects of coagulation and powdered activated carbon (PAC) adsorption on ultrafiltration (UF) membrane fouling control and subsequent disinfection efficiency through filtration performance, dissolved organic carbon (DOC) removal, fluorescence excitation-emission matrix (EEM) spectroscopy, and disinfectant curve. The fouling behavior of UF membrane was comprehensively analyzed especially in terms of pollutant removal and fouling reversibility to understand the mechanism of fouling accumulation and disinfectant dose reduction. Pre-coagulation with or without adsorption both achieved remarkable effect of fouling mitigation and disinfection dose reduction. The two pretreatments were effective in total fouling control and pre-coagulation combined with PAC adsorption even decreased hydraulically irreversible fouling notably. Besides, pre-coagulation decreased residual disinfectant decline due to the removal of hydrophobic components of natural organic matters (NOM). Pre-coagulation combined with adsorption had a synergistic effect on further disinfectant decline rate reduction and decreased total disinfectant consumption due to additional removal of hydrophilic NOM by PAC adsorption. The disinfectant demand was further reduced after membrane. These results show that membrane fouling and disinfectant dose can be reduced in UF coupled with pretreatment, which could lead to the avoidance of excessive operation cost disinfectant dose for drinking water supply.
机译:本研究研究了凝血和粉末活性炭(PAC)吸附对超滤(UF)膜污染控制和随后通过过滤性能,溶解的有机碳(DOC)去除,荧光激发 - 发射矩阵(EEM)光谱,和消毒曲线。尤其是在污染物去除和污染可逆性方面综合分析了UF膜的污垢行为,以了解结垢积累和消毒剂剂量减少的机制。用或不吸附的预凝血既达到了污染缓解和消毒剂量还原的显着效果。两种预处理在总污垢控制中有效,与PAC吸附相结合的预凝固甚至显着降低液压不可逆的污垢。此外,由于去除天然有机物的疏水成分(NOM),预凝血会降低残留消毒剂下降。与吸附相结合的预凝固对进一步消毒衰减率降低并降低总消毒剂消耗量,因为PAC吸附另外除去亲水性NOM。膜后,消毒剂需求进一步减少。这些结果表明,膜污垢和消毒剂剂量可以减少与预处理的UF,这可能导致避免过量的运作成本消毒剂量用于饮用水供应。

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