[1] PORCELLI N, JUDD S. Chemical cleaning of potable water membranes: The cost benefit of optimisation[J]. Water Research, 2010, 44(5): 1389-1398.
[2] 梁恒, 李星, 陈卫, 等. 引黄水库水超滤膜处理集成技术研究与综合示范[J]. 给水排水, 2012, 38(12): 15-18.
[3] YU W Z, GRAHAM N J D, FOWLER G D. Coagulation and oxidation for controlling ultrafiltrationmembrane fouling in drinking water treatment: Application of ozone at low dose in submerged membrane tank[J]. Water Research, 2016, 95: 1-10.
[4] 何寿平, 张国宇. 以浸没式超滤膜为核心的短流程净水工艺的应用与思考[J]. 给水排水, 2011, 47(1): 27-33.
[5] 曲明, 滕李军, 傅金祥, 等. 混凝-超滤短流程工艺处理北方水库原水[J]. 环境工程学报, 2014, 8(1): 210-214.
[6] AJMANI G S, GOODWIN D, MARSH K, et al. Modification of low pressure membranes with carbon nanotube layers for fouling control[J]. Water Research, 2012, 46(17): 5645-5654.
[7] 王红雨, 齐鲁, 陈杰, 等. 颗粒物粒径和有机物分子量对超滤膜污染的影响[J]. 环境工程学报, 2014, 8(5): 1993-1998.
[8] WANG X, MA B W, BAI Y H, et al. Comparison of the effects of aluminum and iron(III) salts on ultrafiltration membrane bio-fouling in drinking water treatment[J]. Journal of Environmental Sciences, 2018, 63: 96-104.
[9] 向帆. 强化混凝过程絮体形态演变特征及其对除锑(V)效果的影响[D]. 长沙: 湖南大学, 2014.
[10] KIM J, CAI Z X, BENJAMIN M M. Effects of adsorbents on membrane fouling by natural organicmatter[J]. Journal of Membrane Science, 2008, 310(1/2): 356-364.
[11] LEE J D, LEE S H, JO M H, et al. Effect of coagulation conditions on membrane filtration characteristics in coagulation-microfiltration process for water treatment[J]. Environmental Science & Technology, 2000, 34(17): 3780-3788.
[12] LIU T, CHEN Z L, YU W Z, et al. Effect of two-stage coagulant addition on coagulation-ultrafiltration process for treatment of humic-rich water[J]. Water Research, 2011, 45(14): 4260-4268.
[13] WU J L, CHEN F T, HUANG X, et al. Using inorganic coagulants to control membrane fouling in a submerged membrane bioreactor[J]. Desalination, 2006, 197(1/2/3): 124-136.
[14] 杨纪超. 深圳污水处理厂紫外消毒的影响因素及改进对策[D]. 哈尔滨:哈尔滨工业大学, 2013.
[15] 赖日明, 罗永恒, 叶挺进, 等. 紫外线与氯联合消毒在饮用水处理中的应用研究[J]. 净水技术, 2010, 29(2): 15-18.
[16] 耿淑洁. 饮用水自由氯与臭氧或紫外联合消毒技术研究[D]. 北京: 中国科学院大学, 2010.
[17] 高宇, 周普玉, 杨霞, 等. 絮凝剂对工程废弃泥浆脱水性能的影响[J]. 环境工程学报, 2017, 11(10): 5597-5602.
[18] CAMPINAS M, ROSA M J. Assessing PAC contribution to the NOM fouling control in PAC/UF systems[J]. Water Research, 2010, 44(5): 1636-1644.
[19] LIN C F, HAO O J, HUANG Y J. Ultrafiltration processes for removing humic substances: Effect of molecular weight fractions and PAC treatment[J]. Water Research, 1999, 33(5): 1252-1264.
[20] KIM J, CAI Z X, BENJAMIN M M. NOM fouling mechanisms in a hybrid adsorption/membrane system[J]. Journal of Membrane Science, 2010, 349(1/2): 35-43.
[21] YANG H C, HAN S K, JI H K. Role of hydrophobic natural organic matter flocs on the fouling in coagulation-membrane processes[J]. Separation & Purification Technology, 2008, 62(3): 529-534.
[22] LEE J, AHN W Y, LEE C H. Comparison of the filtration characteristics between attached and suspended growth microorganisms in submerged membrane bioreactor[J]. Water Research, 2001, 35(10): 2435-2445.
[23] 段亮, 夏四清, 宋永会, 等. 活性污泥胞外聚合物提取方法优化[J]. 环境工程学报, 2010, 4(1): 63-66.
[24] 李宝, 高大文, 付源. 不同膜污染阶段微生物特征与膜污染的关系[J]. 哈尔滨工业大学学报, 2013, 45(2): 31-35.
[25] BERGAMASCO R, KONRADT-MORAES L C, VIEIRA M F, et al. Performance of a coagulation-ultrafiltration hybrid process for water supply treatment[J]. Chemical Engineering Journal, 2011, 166(2): 483-489.
[26] SHON H K, VIGNESWARAN S, KIM I S, et al. Effect of pretreatment on the fouling of membranes: Application in biologically treated sewage effluent[J]. Journal of Membrane Science, 2004, 234(1/2): 111-120.
[27] 侯铁. 紫外线(UV)消毒的一些特点[J]. 西南给排水, 2003, 25(3): 19-20.