首页> 外文期刊>Bioresource Technology: Biomass, Bioenergy, Biowastes, Conversion Technologies, Biotransformations, Production Technologies >Combination of upflow anaerobic sludge blanket (UASB) reactor and partial nitritation/anammox moving bed biofilm reactor (MBBR) for municipal wastewater treatment
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Combination of upflow anaerobic sludge blanket (UASB) reactor and partial nitritation/anammox moving bed biofilm reactor (MBBR) for municipal wastewater treatment

机译:上流厌氧污泥层反应器(UASB)和部分硝化/厌氧移动床生物膜反应器(MBBR)的组合,用于市政废水处理

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In this study the combination of an upflow anaerobic sludge blanket (UASB) reactor and a deammonification moving bed biofilm reactor (MBBR) for mainstream wastewater treatment was tested. The competition between aerobic ammonium oxidizing bacteria (AOB) and nitrite oxidizing bacteria (NOB) was studied during a 5 months period of transition from reject water to mainstream wastewater followed by a 16 months period of mainstream wastewater treatment. The decrease of influent ammonium concentration led to a wash-out of suspended biomass which had a major contribution to nitrite production. Influence of a dissolved oxygen concentration and a transient anoxia mechanism of NOB suppression were studied. It was shown that anoxic phase duration has no effect on NOB metabolism recovery and oxygen diffusion rather than affinities of AOB and NOB to oxygen determine the rate of nitrogen conversion in a biofilm system. Anammox activity remained on the level comparable to reject water treatment systems. (C) 2014 Elsevier Ltd. All rights reserved.
机译:在这项研究中,测试了用于主流废水处理的上流厌氧污泥床(UASB)反应器和脱氨移动床生物膜反应器(MBBR)的组合。在从废水过渡到主流废水的5个月期间,然后是主流废水处理的16个月期间,研究了好氧铵氧化细菌(AOB)和亚硝酸盐氧化细菌(NOB)之间的竞争。进水铵浓度的降低导致冲洗掉悬浮的生物质,这对亚硝酸盐的生产具有重要作用。研究了溶解氧浓度的影响和NOB抑制的短暂缺氧机制。结果表明,缺氧阶段持续时间对NOB代谢恢复和氧扩散没有影响,而不是AOB和NOB对氧的亲和力决定了生物膜系统中氮的转化率。厌氧氨氧化活性保持在与废水处理系统相当的水平。 (C)2014 Elsevier Ltd.保留所有权利。

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