Environmental Simulation and Pollution Control State Key Joint Laboratory, State Environmental Protection Key Laboratory of Microorganism Application and Risk Control (SMARC), School of Environment, Tsinghua University, Beijing, 100084, PR China.
Environmental Simulation and Pollution Control State Key Joint Laboratory, State Environmental Protection Key Laboratory of Microorganism Application and Risk Control (SMARC), School of Environment, Tsinghua University, Beijing, 100084, PR China.
Chemosphere. 2022 Feb;289:133217. doi: 10.1016/j.chemosphere.2021.133217. Epub 2021 Dec 8.
Fouling of RO membranes has long been a complex but inevitable problem in wastewater reclamation. In this study, a modified intermediate blocking model with two parameters was applied to describe the flux change of RO membranes treating various water samples, including municipal secondary effluent, treated industrial wastewater, surface water, and groundwater. The model was validated by 55 sets of data reported by 13 articles, and the results were promising, with 90% of the determination coefficient (R) exceeding 0.90. Relatively large flux and high operational pressure were found likely to aggravate membrane fouling. Treated industrial wastewater had the highest fouling potential (fouling constant k: 0.061-2.433) compared to municipal wastewater secondary effluent, surface water, and groundwater, even with similar dissolved organic carbon concentration. With industrial wastewater excluded, water samples exhibited lower fouling potential than organic matter solutions, with the majority (25%∼75%) of k distributing in 0.03-0.12, much lower compared to the major k range of the latter (0.05-0.28). This suggested a deviation in fouling behaviors between model organic matters and real water samples. Xanthan gum and guar gum were proposed to be model polysaccharides based on their model parameters, which were relatively close to real water samples.
反渗透(RO)膜污染一直是废水回用中一个复杂但不可避免的问题。本研究应用了一种具有两个参数的改进中间堵塞模型来描述 RO 膜处理各种水样(包括城市二级出水、处理后的工业废水、地表水和地下水)时通量的变化。该模型通过 13 篇文献报道的 55 组数据进行了验证,结果令人满意,其中 90%的决定系数(R)超过 0.90。相对较大的通量和较高的操作压力可能会加剧膜污染。与城市二级出水、地表水和地下水相比,处理后的工业废水具有最高的污染潜力(污染常数 k:0.061-2.433),即使其溶解性有机碳浓度相似。排除工业废水后,水样的污染潜力低于有机物溶液,大多数(25%∼75%)k 分布在 0.03-0.12,明显低于后者的主要 k 范围(0.05-0.28)。这表明模型有机物与实际水样之间的污染行为存在偏差。根据其模型参数,黄原胶和瓜尔胶被提议为模型多糖,它们与实际水样较为接近。