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Integration of an anaerobic fluidized-bed membrane bioreactor (MBR) with zeolite adsorption and reverse osmosis (RO) for municipal wastewater reclamation: Comparison with an anoxic-aerobic MBR coupled with RO

机译:厌氧流化床膜生物反应器(MBR)与沸石吸附和反渗透(RO)的集成,用于市政废水的再生:与厌氧-好氧MBR和RO的比较

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摘要

This study compared the performance of an anaerobic fluidized bed membrane bioreactor (AFMBR)-zeolite adsorption-reverse osmosis (RO) system and an anoxic-aerobic MBR-RO system for municipal wastewater reclamation. Both MBR-RO systems were operated in parallel with the same operating conditions. The results showed that the MBR systems achieved excellent organic removals (>95%) and the anoxic-aerobic MBR could also remove similar to 57% of soluble total nitrogen. Compared to the aerobic MBR, the AFMBR displayed better membrane performance with less energy consumption, attributed to effective membrane scouring by liquid-fluidized GAC particles. Furthermore, a zeolite column was employed to remove ammonia in the AFMBR permeate, which ensured comparable organic and nitrogen levels in the feeds to RO units in the two processes. Although less organic substances and microbial cells were accumulated on the RO membrane fed with AFMBR-zeolite column effluent, its fouling rate (similar to 6.5 +/- 2.2 bar/day) was significantly greater than that fed with anoxic-aerobic MBR permeate (similar to 1.1 +/- 1.5 bar/day). This may be associated with more severe inorganic colloidal fouling on the RO membrane, illustrated by an electrical impedance spectroscopy fouling monitoring system. (C) 2019 Elsevier Ltd. All rights reserved.
机译:这项研究比较了厌氧流化床膜生物反应器(AFMBR)-沸石吸附-反渗透(RO)系统和缺氧-好氧MBR-RO系统在市政废水回收中的性能。两个MBR-RO系统在相同的运行条件下并行运行。结果表明,MBR系统获得了优异的有机去除率(> 95%),缺氧-好氧MBR也可以去除约57%的可溶性总氮。与好氧的MBR相比,AFMBR表现出更好的膜性能和更低的能耗,这归因于液体流化GAC颗粒对膜的有效洗净。此外,使用沸石柱去除AFMBR渗透液中的氨,这确保了两个过程中RO单元进料中有机和氮的水平相当。尽管使用AFMBR沸石柱流出物进料的RO膜上积累的有机物质和微生物细胞较少,但其结垢率(约6.5 +/- 2.2 bar / day)显着高于使用缺氧-好氧MBR渗透液(类似至1.1 +/- 1.5 bar /天)。这可能与反渗透膜上更严重的无机胶体结垢有关,如电阻抗谱结垢监测系统所示。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Chemosphere》 |2020年第4期|125569.1-125569.8|共8页
  • 作者单位

    Jiangnan Univ Sch Environm & Civil Engn 1800 Lihu Ave Wuxi 214122 Jiangsu Peoples R China|Nanyang Technol Univ SMTC Singapore Singapore;

    Nanyang Technol Univ Singapore Membrane Technol Ctr Nanyang Environm & Water Res Inst Singapore 637141 Singapore;

    Nanyang Technol Univ Singapore Membrane Technol Ctr Nanyang Environm & Water Res Inst Singapore 637141 Singapore|Nanyang Technol Univ Sch Civil & Environm Engn 50 Nanyang Ave Singapore 639798 Singapore;

    Nanyang Technol Univ Singapore Membrane Technol Ctr Nanyang Environm & Water Res Inst Singapore 637141 Singapore|Univ Iceland Fac Civil & Environm Engn Hjardarhagi 2-6 IS-107 Reykjavik Iceland;

    Nanyang Technol Univ Sch Civil & Environm Engn 50 Nanyang Ave Singapore 639798 Singapore|Nanyang Technol Univ Nanyang Environm & Water Res Inst Adv Environm Biotechnol Ctr Singapore 637141 Singapore;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Anaerobic fluidized bed membrane bioreactor; Membrane fouling; Membrane bioreactor; Reverse osmosis; Ammonia adsorption; Wastewater reclamation;

    机译:厌氧流化床膜生物反应器;膜结垢;膜生物反应器;反渗透;氨吸附废水回收;

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