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Electroflotation clarifier to enhance nitrogen removal in a two-stage alternating aeration bioreactor

机译:电浮选澄清池可提高两级交替曝气生物反应器中的氮去除率

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摘要

Stringent water treatment criteria and rapidly growing pollutant loads provoke the demand for retrofitting waste water treatment plants towards a higher capacity. In this study, we assess a two stage alternating aeration (AA) bioreactor equipped with electroflotation (EF) clarifier, for nitrogen removal within a short hydraulic retention time (HRT). The EF under steady solids loading required a minimum unit height and gas:solids ratio of 0.006 for efficient clarification. The separated sludge blanket was further thickened with retaining stability when the cyclic solids loading was smaller than 1.0kg m~(-2). In the continuous operation of the bioreactor, the returned activated sludge concentration increased to more than 18,000 mgL~(-1), while the effluent suspended solids concentration was lowered below 5 mg L~(-1). Under influent chemical oxygen demand (COD)/total inorganic nitrogen (TIN) concentration of 300/30 mg L~(-1), the TIN removal efficiency was near 70% with cycle time ratios of 0.17 and 0.27. Under higher influent COD concentration of 500 mgL~(-1), TIN removal efficiency was found to be 73.4% at a carbon:nitrogen (C:N) ratio of 10 and even higher (80.4%) at a C:N ratio of 16.6. The increased mixed liquor suspended solids concentrations (>6000mgL~(-1)) under the high COD loading were efficiently maintained by using the EF clarifier. The results of this study demonstrate that an EF clarifier with a HRT of less than 1 h can support reliable nitrogen removal in the AA process that has a HRT of 6h, even under increasing influent loadings.
机译:严格的水处理标准和迅速增长的污染物负荷引发了对废水处理厂进行改造以提高产能的需求。在这项研究中,我们评估了配备电浮选(EF)澄清器的两阶段交替曝气(AA)生物反应器,以在较短的水力停留时间内(HRT)去除氮。为了有效地澄清,在稳定的固体载荷下,EF需要最小的单元高度和0.006的气固比。当循环固体负荷小于1.0kg m〜(-2)时,分离的污泥层进一步增稠并保持稳定性。在生物反应器的连续运行中,返回的活性污泥浓度增加到超过18,000 mgL〜(-1),而出水悬浮物浓度降低到5 mg L〜(-1)以下。在进水化学需氧量(COD)/总无机氮(TIN)浓度为300/30 mg L〜(-1)时,TIN去除效率接近70%,循环时间比为0.17和0.27。在进水的较高COD浓度为500 mgL〜(-1)时,发现碳:氮(C:N)为10时TIN去除效率为73.4%,而C:N为10时甚至更高(80.4%)。 16.6。使用EF澄清器可以有效地保持高COD负载下混合液悬浮固体浓度(> 6000mgL〜(-1))的增加。这项研究的结果表明,即使在进水量增加的情况下,HRT小于1小时的EF澄清器也可以支持HRT为6h的AA工艺中可靠的脱氮。

著录项

  • 来源
    《Environmental Technology》 |2013年第20期|2765-2772|共8页
  • 作者单位

    Linde-Robinson Laboratories, California Institute of Technology, Pasadena, CA, USA,Center for Water Resource Cycle, Korea Institute of Science and Technology, Cheongryang, Seoul, Korea;

    Department of Urban Engineering, The University of Tokyo, Bunkyo, Tokyo, Japan,Giheung Hwaseong Complex, Samsung Electronics, Hwaseong-si, Gyeonggi-do, Korea;

    R&D Center, POSCO E&C, Younsugu, Incheon, Republic of Korea;

    Linde-Robinson Laboratories, California Institute of Technology, Pasadena, CA, USA;

    Department of Civil and Environmental Engineering, Seoul National University, Gwanak-gu, Seoul, Republic of Korea;

  • 收录信息 美国《科学引文索引》(SCI);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
  • 中图分类
  • 关键词

    wastewater treatment; alternating aeration bioreactor; electroflotation; activated sludge; nitrogen removal;

    机译:废水处理;交替曝气生物反应器;电浮选活性污泥脱氮;

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