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Continuous Ammonia Recovery from Wastewaters Using an Integrated Capacitive Flow Electrode Membrane Stripping System

机译:使用集成的电容式流动电极膜剥离系统从废水中连续回收氨

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摘要

We have previously described a novel flow electrode capacitive deionization (FCDI) unit combined with a hydrophobic gas-permeable hollow fiber membrane contactor (designated "CapAmm") and presented results showing efficient recovery of ammonia from dilute synthetic wastewaters (Zhang et al., Environ. Sci. Technol. Lett. 2018, 5, 43-49). We extend this earlier study here with description of an FCDI system with integrated flat sheet gas permeable membrane with comprehensive assessment of ammonia recovery performance from both dilute and concentrated wastewaters. The integrated CapAmm cell exhibited excellent ammonia removal and recovery efficiencies (up to similar to 90% and similar to 80% respectively). The energy consumptions for ammonia recovery from low-strength (i.e., domestic) and high-strength (i.e., synthetic urine) wastewaters were 20.4 kWh kg(-1) N and 7.8 kWh kg(-1) N, respectively, with these values comparable to those of more conventional alternatives. Stable ammonia recovery and salt removal performance was achieved over more than two days of continuous operation with ammonia concentrated by similar to 80 times that of the feed stream. These results demonstrate that the integrated CapAmm system described here could be a cost-effective technology capable of treating wastewaters and realizing both nutrient recovery and water reclamation in a sustainable manner.
机译:我们先前已经描述了一种新颖的流电极电容去离子(FCDI)单元,与疏水性透气性中空纤维膜接触器(称为“ CapAmm”)相结合,并给出了显示从稀合成废水中有效回收氨的结果(Zhang等人。 ,Environ.Sci.Technol.Lett.2018,5,43-49)。在此,我们将对带有集成平板式透气膜的FCDI系统进行描述,并全面评估从稀废水和浓废水中回收氨的性能,以此扩展该早期研究。集成的CapAmm电池具有出色的氨去除和回收效率(分别高达90%和80%)。从这些低浓度(即生活用水)和高强度(即合成尿)废水中回收氨的能耗分别为20.4 kWh kg(-1)N和7.8 kWh kg(-1)N可与更常规的替代品相比。在连续运行超过两天的时间内,氨的浓缩率接近进料流的80倍,从而实现了稳定的氨回收和脱盐性能。这些结果表明,此处描述的集成CapAmm系统可能是一种经济高效的技术,能够以可持续的方式处理废水并实现营养物回收和水再生。

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  • 来源
    《Environmental Science & Technology》 |2018年第24期|14275-14285|共11页
  • 作者单位

    Univ New South Wales, Sch Civil & Environm Engn, UNSW Water Res Ctr, Sydney, NSW 2052, Australia;

    Univ New South Wales, Sch Civil & Environm Engn, UNSW Water Res Ctr, Sydney, NSW 2052, Australia;

    Univ New South Wales, Sch Civil & Environm Engn, UNSW Water Res Ctr, Sydney, NSW 2052, Australia|Tongji Univ, State Key Lab Pollut Control & Resource Reuse, Coll Environm Sci & Engn, Shanghai 200092, Peoples R China|Shanghai Inst Pollut Control & Ecol Secur, Shanghai 200092, Peoples R China;

    Univ New South Wales, Sch Civil & Environm Engn, UNSW Water Res Ctr, Sydney, NSW 2052, Australia;

    Univ New South Wales, Sch Civil & Environm Engn, UNSW Water Res Ctr, Sydney, NSW 2052, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
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  • 入库时间 2022-08-18 03:58:38

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