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首页> 外文期刊>Journal of environmental sciences >Membrane flux dynamics in the submerged ultrafiltration hybrid treatment process during particle and natural organic matter removal
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Membrane flux dynamics in the submerged ultrafiltration hybrid treatment process during particle and natural organic matter removal

机译:颗粒物和天然有机物去除过程中深层超滤混合处理过程中的膜通量动力学

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摘要

Particles and natural organic matter (NOM) are two major concerns in surface water, which greatly influence the membrane filtration process. The objective of this article is to investigate the effect of particles, NOM and their interaction on the submerged ultrafiltration (UF) membrane flux under conditions of solo UF and coagulation and PAC adsorption as the pretreatment of UF. Particles, NOM and their mixture were spiked in tap water to simulate raw water. Exponential relationship, (J_P/J_(P0) = a×exp{-k[t-(n- 1)T]}), was developed to quantify the normalized membrane flux dynamics during the filtration period and fitted the results well. In this equation, coefficient a was determined by the value of J_P/J_(P0) at the beginning of a filtration cycle, reflecting the flux recovery after backwashing, that is, the irreversible fouling. The coefficient k reflected the trend of flux dynamics. Integrated total permeability (ΣJ_P) in one filtration period could be used as a quantified indicator for comparison of different hybrid membrane processes or under different scenarios. According to the results, there was an additive effect on membrane flux by NOM and particles during solo UF process. This additive fouling could be alleviated by coagulation pretreatment since particles helped the formation of flocs with coagulant, which further delayed the decrease of membrane flux and benefited flux recovery by backwashing. The addition of PAC also increased membrane flux by adsorbing NOM and improved flux recovery through backwashing.
机译:颗粒和天然有机物(NOM)是地表水中的两个主要问题,它们极大地影响了膜的过滤过程。本文的目的是研究颗粒,NOM及其相互作用对单独超滤,混凝和PAC吸附作为超滤的预处理条件下的超滤膜通量的影响。将颗粒,NOM及其混合物掺入自来水中以模拟原水。建立了指数关系(J_P / J_(P0)= a×exp {-k [t-(n-1)T]}),以量化过滤期间的标准化膜通量动力学,并很好地拟合了结果。在该方程式中,系数a由过滤循环开始时的J_P / J_(P0)值确定,反映了反洗后的通量恢复,即不可逆结垢。系数k反映了通量动力学的趋势。一个过滤时间段内的综合总渗透率(ΣJ_P)可用作定量指标,用于比较不同的混合膜工艺或在不同情况下。根据结果​​,在单独超滤过程中,NOM和颗粒会对膜通量产生累加效应。凝结预处理可以减轻这种添加剂的结垢,因为颗粒有助于凝结剂形成絮凝物,从而进一步延迟了膜通量的下降,并有利于通过反洗回收通量。 PAC的添加还通过吸附NOM来增加膜通量,并通过反洗提高通量回收率。

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