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Advanced treatment of municipal wastewater by nanofiltration: Operational optimization and membrane fouling analysis

机译:纳滤深度处理城市废水:操作优化和膜污染分析

摘要

Municipal sewage from an oxidation ditch was treated for reuse by nanofiltration (NF) in this study. The NF performance was optimized, and its fouling characteristics after different operational durations (i.e., 48 and 169 hr) were analyzed to investigate the applicability of nanofiltration for water reuse. The optimum performance was achieved when transmembrane pressure = 12 bar, pH = 4 and flow rate = 8 L/min using a CE membrane. The permeate water quality could satisfy the requirements of water reclamation for different uses and local standards for water reuse in Beijing. Flux decline in the fouling experiments could be divided into a rapid flux decline and a quasi-steady state. The boundary flux theory was used to predict the evolution of permeate flux. The expected operational duration based on the 169-hr experiment was 392.6 hr which is 175% longer than that of the 48-hr one. High molecular weight (MW) protein-like substances were suggested to be the dominant foulants after an extended period based on the MW distribution and the fluorescence characteristics. The analyses of infrared spectra and extracellular polymeric substances revealed that the roles of both humic- and polysaccharide-like substances were diminished, while that of protein-like substances were strengthened in the contribution of membrane fouling with time prolonged. Inorganic salts were found to have marginally influence on membrane fouling. Additionally, alkali washing was more efficient at removing organic foulants in the long term, and a combination of water flushing and alkali washing was appropriate for NF fouling control in municipal sewage treatment. (C) 2015 The Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences. Published by Elsevier B.V.
机译:在这项研究中,对氧化沟产生的城市污水进行了纳滤处理,以进行再利用。优化了NF性能,并分析了不同运行时间(即48和169 hr)后的结垢特性,以研究纳滤在水回用中的适用性。使用CE膜,当跨膜压力= 12 bar,pH = 4和流速= 8 L / min时,可获得最佳性能。渗透水的水质可以满足北京不同用途的水再生利用要求和北京市中水回用的当地标准。结垢实验中的通量下降可分为快速通量下降和准稳态。边界通量理论被用来预测渗透通量的演变。基于169小时实验的预期运行时间为392.6小时,比48小时运行时间长了175%。基于分子量分布和荧光特性,高分子量(MW)蛋白样物质被认为是延长时间后的主要污垢。红外光谱和细胞外聚合物的分析表明,腐殖质和多糖样物质的作用都减弱了,而蛋白质样物质的作用则随着时间的延长而增强了膜污染。发现无机盐对膜结垢的影响很小。此外,从长远来看,碱洗在去除有机污垢方面更为有效,并且水冲洗和碱洗的组合适用于城市污水处理中的NF污垢控制。 (C)2015中国科学院生态环境研究中心。由Elsevier B.V.发布

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