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PAC/UF工艺处理微污染水源水的膜污染特性 被引量:4

Membrane Fouling of PAC/UF Process Treating Micro-polluted Source Water
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摘要 为了考察粉末活性炭(PAC)和超滤(UF)的协同作用,构建了PAC/UF短流程工艺小试装置,研究了该工艺对微污染水源水中有机物的去除效果,并对膜污染特性进行了综合评价。结果表明,在保证DOC和UV254去除效果的前提下,PAC的最佳投加量为50 mg/L、最佳吸附时间为2 h;在最佳投加量下,PAC吸附时间从10 min增至120 min时,UF膜的可逆污染阻力由5.91×10^11m^-1降至5.20×10^11m^-1;在最佳吸附时间内,PAC投加量从25 mg/L增至100 mg/L时,UF膜的可逆污染阻力由5.70×10^11m^-1降至5.12×10^11m^-1。通过对PAC吸附前后原水的分子质量分布、亲疏水性以及三维荧光进行测定,初步揭示了PAC缓解膜污染的机理,PAC吸附主要通过去除疏水性小分子有机物和腐殖酸等大分子有机物引起的不可逆污染来缓解膜污染。 A bench-scale equipment of PAC/UF short-flow process was built to investigate the synergistic effect between powdered activated carbon(PAC)and ultrafiltration(UF)membrane.The removal effect of organic matter from micro-polluted source water by the combined process was explored,and membrane fouling was systematically investigated.To ensure the removal effect of DOC and UV254,the optimal dosage and adsorption time of PAC were 50 mg/L and 2 h,respectively.Under the optimal dosage,the reversible resistance of the UF membrane decreased from 5.91×10^11m^-1 to 5.20×10^11m^-1 when the PAC adsorption time increased from 10 min to 120 min.During the optimal adsorption time,the reversible resistance decreased from 5.70×10^11m^-1 to 5.12×10^11m^-1 when the PAC dosage increased from 25 mg/L to 100 mg/L.Through characterizing the molecular weight distribution,hydrophilicity/hydrophobicity and fluorescent components of raw water before and after PAC adsorption,the mechanism of PAC to relieve membrane fouling was preliminarily revealed.PAC adsorption could effectively remove small hydrophobic organic matters,humic acid and other macromolecular organic matters that caused irreversible membrane fouling,and thus the UF membrane fouling was alleviated.
作者 王小兵 游浩荣 叶元柳 吴义超 丁怀宇 WANG Xiao-bing;YOU Hao-rong;YE Yuan-liu;WU Yi-chao;DING Huai-yu(Architectural Design and Research Institute of Guangdong Province,Guangzhou 510010,China;Anhui City Comprehensive Design Institute Co.Ltd.,Hefei 230041,China;Feixi Key Construction Project Administration Center,Hefei 231200,China;Huludao Bangyu Technology Co.Ltd.,Huludao 125200,China)
出处 《中国给水排水》 CAS CSCD 北大核心 2020年第11期27-32,共6页 China Water & Wastewater
基金 国家自然科学基金资助项目(51508342)。
关键词 粉末活性炭 超滤 微污染水源水 膜污染 有机物 powdered activated carbon ultrafiltration micro-polluted source water membrane fouling organic matter
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  • 1张仕杰,李爽,王全胜,付婉霞,曹平,韩伟.某市给水厂常规工艺对氨氮和COD_(Mn)的去除效果分析[J].给水排水,2012,38(S2):5-8. 被引量:4
  • 2闫昭辉,董秉直.混凝/超滤处理微污染原水的试验研究[J].净水技术,2005,24(6):4-6. 被引量:34
  • 3李圭白,杨艳玲.第三代城市饮用水净化工艺——超滤为核心技术的组合工艺[J].给水排水,2007,33(4):1-1. 被引量:105
  • 4李海超,石岩,董秉直.超滤膜处理黄浦江原水的中试研究[J].华北水利水电学院学报,2007,28(2):104-106. 被引量:7
  • 5Hiroshi Yamamura,Katsuki Ki mura,Yoshi masa Watana be.Mechanisminvolved in the evolution of physically irreversiblefoulingin microfiltration and ultrafiltration membranes used fordrinking water treat ment. Environmental Sciences . 2007 被引量:1
  • 6Diez V, Ezquerra D, Cabezas J L, et al. A modified method for evaluation of critical flux, fouling rate and in sitn determination of resistance and compressibility in MBR under different fouling conditions [ J ]. J Membr Sci,2014,453:1 - 11. 被引量:1
  • 7Akhondi E, Wu B, Sun S, et al. Gravity-driven membrane filtration as pretreatment for seawater reverse os- mosis:Linking biofouling layer morphology with flux sta- bilization [ J ]. Water Res,2015,70 : 158 - 173. 被引量:1
  • 8Liu T, Chen Z, Yu W, et al. Characterization of organic membrane foulants in a submerged membrane bioreactor with pre-ozonation using three-dimensional excitation-e-mission matrix fluorescence spectroscopy [ J ]. Water Res,2011 ,45(5) :2111 -2121. 被引量:1
  • 9Yu H, Qu F, Sun L, et al. Relationship between soluble microbial products (SMP) and effluent organic matter (EfOM) :Characterized by fluorescence excitation emis- sion matrix coupled with parallel factor analysis [ J ]. Chemosphere ,2015,121 : 101 - 109. 被引量:1
  • 10Matilainen A, Vepsalainen M, Sillanpaa M. Natural organic matter removal by coagulation during drinking water treatment : A review [ J ]. Adv Colloid Interface Sci, 2010,159(2) :189 - 197. 被引量:1

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