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Mainstream partial nitritation and anammox: long-term process stability and effluent quality at low temperatures

机译:主流的部分硝化和厌氧氨氧化:低温下的长期工艺稳定性和出水质量

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摘要

The implementation of autotrophic anaerobic ammonium oxidation processes for the removal of nitrogen from municipal wastewater (known as "mainstream anammox") bears the potential to bring wastewater treatment plants close to energy autarky. The aim of the present work was to assess the long-term stability of partial nitritationianammox (PN/A) processes operating at low temperatures and their reliability in meeting nitrogen concentrations in the range of typical discharge limits below 2 mgNH(4)-(N)center dot L-1 and 10 mg(Ntot)center dot L-1. Two main 12-L sequencing batch reactors were operated in parallel for PN/A on aerobically pre-treated municipal wastewater (21 +/- 5 mg(NH4)-N center dot L-1 and residual 69 +/- 19 Mg-CODtot center dot L-1) for more than one year, including over 5 months at 15 degrees C. The two systems consisted of a moving bed biofilm reactor (MBBR) and a hybrid MBBR (H-MBBR) with flocculent biomass. Operation at limiting oxygen concentrations (0.15-0.18 mg(O2)center dot L-1) allowed stable suppression of the activity of nitrite-oxidizing bacteria at 15 degrees C with a production of nitrate over ammonium consumed as low as 16% in the MBBR. Promising nitrogen removal rates of 20-40 mg(N)center dot L-1 center dot d(-1) were maintained at hydraulic retention times of 14 h. Stable ammonium and total nitrogen removal efficiencies over 90% and 70% respectively were achieved. Both reactors reached average concentrations of total nitrogen below 10 mg(N)center dot L-1 in their effluents, even down to 6 mg(N)center dot L-1 for the MBBR, with an ammonium concentration of 2 mg(N)center dot L-1 (set as operational threshold to stop aeration). Furthermore, the two PN/A systems performed almost identically with respect to the biological removal of organic micropollutants and, importantly, to a similar extent as conventional treatments. A sudden temperature drop to 11 degrees C resulted in significant suppression of anammox activity, although this was rapidly recovered after the temperature was increased back to 15 degrees C. Analyses of 16S rRNA gene-targeted amplicon sequencing revealed that the anammox guild of the bacterial communities of the two systems was composed of the genus "Candidatus Brocadia". The potential of PN/A systems to compete with conventional treatments for biological nutrients removal both in terms of removal rates and overall effluent quality was proven. (C) 2016 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
机译:自养厌氧铵氧化工艺的实施,以去除城市废水(称为“主流厌氧氨”)中的氮,有可能使废水处理厂接近能源自给自足。本工作的目的是评估在低温下运行的部分亚硝化氨(PN / A)工艺的长期稳定性及其在满足典型排放限值低于2 mgNH(4)-(N中心点L-1和10 mg(Ntot)中心点L-1。两个主要的12-L顺序批处理反应器在需氧预处理的城市废水(21 +/- 5 mg(NH4)-N中心点L-1和残留的69 +/- 19 Mg-CODtot)上以PN / A并行运行中心点L-1)超过一年,包括在15摄氏度下超过5个月。这两个系统由移动床生物膜反应器(MBBR)和具有絮凝生物质的混合MBBR(H-MBBR)组成。在极限氧气浓度(0.15-0.18 mg(O2)中心点L-1)上运行可稳定抑制亚硝酸盐氧化细菌在15摄氏度下的活性,并且在MBBR中消耗的铵中硝酸盐的生成量可低至16% 。在水力停留时间为14小时的情况下,氮去除率有望保持在20-40 mg(N)中心点L-1中心点d(-1)。铵和总氮的去除效率分别达到90%和70%以上。两个反应器的出水总氮浓度均低于10 mg(N)中心点L-1,甚至MBBR降至6 mg(N)中心点L-1,铵浓度为2 mg(N)中心点L-1(设置为停止充气的操作阈值)。此外,两个PN / A系统在生物去除有机微污染物方面几乎表现相同,重要的是,其程度与常规处理方法相似。温度突然下降到11摄氏度会导致对厌氧氨氧化酶活性的显着抑制,尽管在温度升高至15摄氏度后迅速恢复了厌氧氨氧化活性。对16S rRNA基因靶向扩增子测序的分析表明,细菌群落的厌氧氨纶协会这两个系统中的一个由“ Candidatus Brocadia”属组成。 PN / A系统在去除率和总废水质量方面均具有与传统处理方法竞争去除生物营养物的潜力。 (C)2016作者。由Elsevier Ltd.发布。这是CC BY-NC-ND许可(http://creativecommons.org/licenses/by-nc-nd/4.0/)下的开放获取文章。

著录项

  • 来源
    《Water Research》 |2016年第15期|628-639|共12页
  • 作者单位

    Eawag Swiss Fed Inst Aquat Sci & Technol, Uberlandstr 133, CH-8600 Dubendorf, Switzerland|ETH, Inst Environm Engn, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland;

    Eawag Swiss Fed Inst Aquat Sci & Technol, Uberlandstr 133, CH-8600 Dubendorf, Switzerland;

    Eawag Swiss Fed Inst Aquat Sci & Technol, Uberlandstr 133, CH-8600 Dubendorf, Switzerland|ENSIACET, Inst Natl Polytech Toulouse, 4 Allee Emile Monso,CS 44362, F-31030 Toulouse 4, France;

    Fed Inst Hydrol, Mainzer Tor 1, D-56068 Koblenz, Germany;

    Eawag Swiss Fed Inst Aquat Sci & Technol, Uberlandstr 133, CH-8600 Dubendorf, Switzerland|ETH, Inst Environm Engn, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland|Delft Univ Technol, Dept Biotechnol, Julianalaan 67, NL-2628 BC Delft, Netherlands|Aalborg Univ, Dept Chem & Biosci, Fredrik Bajers Vej 7H, DK-9220 Aalborg, Denmark;

    Aalborg Univ, Dept Chem & Biosci, Fredrik Bajers Vej 7H, DK-9220 Aalborg, Denmark;

    Fed Inst Hydrol, Mainzer Tor 1, D-56068 Koblenz, Germany;

    Eawag Swiss Fed Inst Aquat Sci & Technol, Uberlandstr 133, CH-8600 Dubendorf, Switzerland|ETH, Inst Environm Engn, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland;

    Eawag Swiss Fed Inst Aquat Sci & Technol, Uberlandstr 133, CH-8600 Dubendorf, Switzerland;

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

    Mainstream anammox; Partial nitritation/anammox; Municipal wastewater; Low temperature; Effluent quality; Nitrogen removal; Micropollutants;

    机译:主流厌氧氨;部分硝化/厌氧氨;市政废水;低温;出水水质;脱氮;微污染物;

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