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采用移动床生物膜(MBBR)配置将好氧后消化处理厌氧消化污泥的能力提高四倍。

Quadrupling the capacity of post aerobic digestion treating anaerobically digested sludge using a moving-bed biofilm (MBBR) configuration.

作者信息

Wang Zhiyao, Lu Xi, Zheng Min, Hu Zhetai, Batstone Damien, Yuan Zhiguo, Hu Shihu

机构信息

Australian Centre for Water and Environmental Biotechnology (ACWEB, formerly AWMC) The University of Queensland St. Lucia Queensland 4072 Australia.

Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney, New South Wales 2052, Australia.

出版信息

Water Res X. 2024 Jul 23;24:100240. doi: 10.1016/j.wroa.2024.100240. eCollection 2024 Sep 1.

DOI:10.1016/j.wroa.2024.100240
PMID:39193397
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11347825/
Abstract

Wastewater treatment plants produce large amounts of sludge requiring stabilization before safe disposal. Traditional biological stabilization approaches are cost-effective but generally require either an extended retention time (10-40 days), or elevated temperatures (40-80 °C) for effective pathogens inactivation. This study overcomes these limitations via a novel acidic aerobic digestion process, leveraging an acid-tolerant ammonia-oxidizing bacterium (AOB) Nitrosoglobus. To retain this novel but slowly growing AOB, we proposed the first-ever application of a classical wastewater configuration-moving bed biofilm reactor (MBBR)-for sludge treatment. The AOB in biofilm maintains acidic pH and high nitrite levels in sludge, generating free nitrous acid in situ to expedite sludge stabilization. This process was tested in two laboratory-scale aerobic digesters processing full-scale anaerobically digested sludge. At an ambient temperature of 20 °C, pathogens were reduced to levels well below the threshold specified for the highest stabilization level (Class A), within a retention time of 3.5 days. A high volatile solids reduction of 27.4 ± 5.2% was achieved. Through drastically accelerating stabilization and enhancing reduction, this process substantially saves capital and operational costs for sludge disposal.

摘要

污水处理厂会产生大量污泥,在安全处置前需要进行稳定化处理。传统的生物稳定化方法具有成本效益,但通常需要较长的停留时间(10 - 40天),或者较高的温度(40 - 80°C)才能有效灭活病原体。本研究通过一种新型酸性好氧消化工艺克服了这些局限性,该工艺利用了一种耐酸氨氧化细菌(AOB)——亚硝酸oglobus。为了保留这种新型但生长缓慢的AOB,我们首次提出将经典的废水处理装置——移动床生物膜反应器(MBBR)应用于污泥处理。生物膜中的AOB维持污泥中的酸性pH值和高亚硝酸盐水平,原位生成游离亚硝酸以加速污泥稳定化。该工艺在两个处理全尺寸厌氧消化污泥的实验室规模好氧消化器中进行了测试。在20°C的环境温度下,病原体在3.5天的停留时间内被降低到远低于最高稳定化水平(A类)规定阈值的水平。实现了27.4±5.2%的高挥发性固体减少率。通过大幅加速稳定化和增强减少率,该工艺大大节省了污泥处置的资本和运营成本。

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本文引用的文献

1
Ammonium-based bioleaching of toxic metals from sewage sludge in a continuous bioreactor.在连续生物反应器中用铵盐从污水污泥中浸提有毒金属。
Water Res. 2024 Jun 1;256:121651. doi: 10.1016/j.watres.2024.121651. Epub 2024 Apr 20.
2
Significant production of nitric oxide by aerobic nitrite reduction at acidic pH.在酸性pH条件下,通过好氧亚硝酸盐还原大量产生一氧化氮。
Water Res. 2023 Feb 15;230:119542. doi: 10.1016/j.watres.2022.119542. Epub 2022 Dec 29.
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Determining Factors for Nitrite Accumulation in an Acidic Nitrifying System: Influent Ammonium Concentration, Operational pH, and Ammonia-Oxidizing Community.
影响酸性硝化系统中亚硝酸盐积累的因素:进水氨氮浓度、运行 pH 值和氨氧化菌群。
Environ Sci Technol. 2022 Aug 16;56(16):11578-11588. doi: 10.1021/acs.est.1c07522. Epub 2022 Jul 25.
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Transformation and fate of pharmaceuticals, personal care products, and per- and polyfluoroalkyl substances during aerobic digestion of anaerobically digested sludge.好的,请提供需要翻译的文本。
Water Res. 2022 Jul 1;219:118568. doi: 10.1016/j.watres.2022.118568. Epub 2022 May 11.
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Application of autothermal thermophilic aerobic digestion as a sustainable recycling process of organic liquid waste: Recent advances and prospects.自热嗜热好氧消化作为有机液体废物可持续回收过程的应用:最新进展与展望。
Sci Total Environ. 2022 Jul 1;828:154187. doi: 10.1016/j.scitotenv.2022.154187. Epub 2022 Feb 28.
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Water Res. 2021 Oct 15;205:117665. doi: 10.1016/j.watres.2021.117665. Epub 2021 Sep 14.
7
Bioleaching of toxic metals from anaerobically digested sludge without external chemical addition.从厌氧消化污泥中无需外加化学物质的生物浸出有毒金属。
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9
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Environ Sci Technol. 2021 Feb 2;55(3):2048-2056. doi: 10.1021/acs.est.0c05181. Epub 2021 Jan 14.