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Achieving efficient nitrogen removal from real sewage via nitrite pathway in a continuous nitrogen removal process by combining free nitrous acid sludge treatment and DO control

机译:通过组合游离亚硝酸污泥处理和控制,通过亚硝酸盐途径从真实污水中取得高效的氮气去除

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摘要

The incomplete denitrification due to insufficient carbon resource in the wastewater treatment plants (WWTPs) resulted in low nitrogen removal efficiency, which has become a widespread problem in China and all around the world. Reducing the requirement of carbon source by manipulating the nitrogen removal pathway from conventional nitrification-denitrification to partial nitrification-denitrification is considered as an efficient solution. In this article, the feasibility of combining free nitrous acid (FNA) sludge treatment and DO control to achieve partial nitrification-denitrification in a continuous flow system (aerobic-anoxic-oxic process) using real sewage was assessed. The nitrite pathway was rapidly established in the experimental reactor within 23 days by simultaneously lowering DO concentration in aerobic zone to 0.5 mg/L and treating 30% of the activated sludge per day from the reactor in the FNA sludge treatment unit with FNA concentration of 1.2 mg N/L and exposure time of 18 h. The nitrite oxidizing bacteria (NOB) were efficiently washed out and the partial nitrification process could maintain stable in the experimental reactor even after cease of FNA treatment and increase of DO concentrations in the main stream to 1.5 mg/L, with an average nitrite accumulation rate of above 78%. In contrast, the nitrite accumulation rate was just around 58% during low DO concentrations phase and declined quickly to below 1% after the DO concentrations were increased to 1.5 mg/L in the control reactor which only utilized single strategy of DO control to achieve nitrite pathway. Moreover, a better sludge settleability and nitrogen removal performance could also be realized in the experimental reactor. The results of nitrifying bacteria activities and quantities detection demonstrated that although NOB activities in both reactors were effectively inhibited, a certain amount of NOB (6.26 x 10(6) copies/g MLSS) were remained in the control reactor and multiplied rapidly as the DO concentration increased, which might break down the partial nitrification. Furthermore, the quantity results of nitrogen cycling related functional genes showed that the increment of the ratio of nitrate reduced bacteria to total bacteria was 0.35% larger than that of nitric oxide bacteria in the control reactor, while those two ratios increased similarly by 1.11% and 1.12% in the experimental reactor, respectively, which might be one potential cause of reduction in N2O emission of nitrite pathway achieved by FNA-based technologies. (C) 2019 Elsevier Ltd. All rights reserved.
机译:废水处理厂(WWTPS)中碳资源不足导致的不完全反硝化导致氮气去除效率低,这已成为中国和世界各地的广泛问题。通过操纵从常规硝化硝化碳脱氮到部分硝化脱氮的氮去除途径来减少碳源的要求被认为是一种有效的解决方案。在本文中,评估了使用真实污水的连续流动系统(有氧 - 氧基 - 氧化过程中的氨硝酸(FNA)污泥处理和控制以实现部分硝化反硝化的可行性。通过在23天内通过同时将有氧区的浓度降低至0.5mg / L的实验反应器中快速建立亚硝酸盐途径,并从FNA污泥处理单元中的反应器处理每天30%的活化污泥,FNA浓度为1.2 mg n / l和18小时的曝光时间。亚硝酸盐氧化细菌(NOB)被有效洗掉,并且部分硝化过程可以在实验反应器中保持稳定性,即使在FNA处理后也可以在主流中的浓度增加至1.5mg / L的情况下,平均亚硝酸盐积聚速率超过78%。相反,在低浓度阶段期间,亚硝酸盐累积率仅为58%,在对照反应器中升高到1.5mg / l后,在对照反应器中迅速下降至1%以下,该反应器仅利用单一策略来实现亚硝酸盐途径。此外,在实验反应器中也可以实现更好的污泥可沉降和氮气去除性能。硝化细菌活性和数量检测结果证明,尽管两种反应器中的NOB活动得到有效抑制,但在对照反应器中保持一定量的NOB(6.26×10(6)拷贝/ gmLs),并将其迅速增加浓度增加,这可能会破裂部分硝化。此外,氮循环相关功能基因的数量结果表明,硝酸盐减少的细菌的比例的增量比对照反应器中的一氧化氮细菌大0.35%,而这两种比率同样增加1.11%在实验反应器中分别为1.12%,这可能是由基于FNA的技术实现的亚硝酸盐途径N2O排放的一个潜在原因。 (c)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Water Research》 |2019年第15期|590-600|共11页
  • 作者单位

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Shenzhen DiDa Water Engn Ltd Co Shenzhen 518116 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

    Chinese Acad Sci Res Ctr Ecoenvironm Sci Beijing 100085 Peoples R China|Univ Chinese Acad Sci Coll Resources & Environm Beijing 100049 Peoples R China;

  • 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

    Continuous process; Low C/N real sewage; Nitrite pathway; Free nitrous acid; DO control; Bacteria community;

    机译:连续过程;低C / N真实污水;亚硝酸盐途径;自由亚硝酸;进行控制;细菌群落;
  • 入库时间 2022-08-18 22:34:32

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