Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, UK.
Department of Civil, Environmental and Geomatic Engineering, University College London, Gower Street, London WC1E 6BT, UK.
Water Res. 2015 Oct 15;83:319-28. doi: 10.1016/j.watres.2015.06.049. Epub 2015 Jul 6.
This paper concerns a previously unreported mechanism of membrane ultrafiltration (UF) fouling when a UF process with coagulation pre-treatment is used in drinking water treatment. The significance of settled coagulant solids (sludge) with different age within the membrane tank on UF fouling has been investigated at laboratory-scale, using model micro-polluted surface water. The process of floc crystallization and increasing bacterial EPS with solids (sludge) retention time may be detrimental to UF operation by causing an increased rate of membrane fouling. In this study the performance of two alum pre-treated hollow-fibre UF units, operated in parallel but with different settled sludge retention times (1 and 7 days), was compared. The results showed that over 34 days of operation the extent of reversible and irreversible fouling was much greater for the 7-day solids retention time. This was attributed to the greater extent of bacterial activity and the presence of Al-nanoparticles, arising from sludge crystallization, at the longer retention time. In particular, greater quantities of organic matter, particularly EPS (proteins and polysaccharides), were found in the UF cake layer and pores for the 7-day retention time. The addition of chlorine later in the membrane run substantially reduced the rate of membrane fouling for both sludge retention times, and this corresponded to reduced quantities of organic substances, including EPS, in the cake layer and pores of both membranes. The results suggest that bacterial activity (and EPS production) is more important than the production of Al-nanoparticles from solids crystallization in causing membrane fouling. However, it is likely that both phenomena are interactive and possibly synergistic.
本文探讨了混凝预处理超滤(UF)工艺在饮用水处理中膜污染的一个先前未报道的机制。采用模型微污染地表水,在实验室规模上研究了膜池内不同龄期的沉降混凝固体(污泥)对 UF 污染的影响。研究表明,絮体结晶过程和随固体(污泥)停留时间增加的细菌 EPS 可能会对 UF 运行造成不利影响,导致膜污染速率增加。在这项研究中,比较了两个用聚合氯化铝预处理的中空纤维 UF 装置的性能,这两个装置平行运行,但沉降污泥停留时间不同(1 天和 7 天)。结果表明,在 34 天的运行过程中,7 天固体停留时间下的可逆和不可逆污染程度要大得多。这归因于更长的停留时间导致了更大的细菌活性和污泥结晶产生的 Al 纳米颗粒的存在。特别是,在 7 天的停留时间下,在 UF 饼层和孔中发现了更多的有机物,特别是 EPS(蛋白质和多糖)。在膜运行过程中添加氯后,两种污泥停留时间下的膜污染速率都大大降低,这对应于在两个膜的饼层和孔中有机物(包括 EPS)的数量减少。结果表明,细菌活性(和 EPS 产生)比固体结晶产生的 Al 纳米颗粒对膜污染更为重要。然而,这两种现象可能是相互作用的,甚至可能是协同作用的。