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Performance of a flat-sheet submerged membrane bioreactor during long-term treatment of municipal wastewater

机译:平板式淹没膜生物反应器在城市污水长期处理中的性能

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摘要

A pilot-scale submerged membrane bioreactor (SMBR) with anoxic and oxic tanks was operated in an attempt to reduce the problems concerning effective removal of organic matter and nutrients from municipal wastewater. A flat type membrane with a pore size of 0.038 μm and having a total surface area of 3.60 m~2 was used in the experiments. During the operation, MLSS concentration in aeration (oxic) tank of SMBR was maintained at about 5-7 g/1. Influent and effluent pH in the SMBR also changed between 7.3-8.4. Raw wastewater with average chemical oxygen demand (COD): total nitrogen (TN) ratio of 12:2 was treated at various temperatures (10-30°C) over an interval of about 160 d. When average influent nutrient mass ratio (COD:TN:TP) was 100:8.2:1.2 and BOD_5:COD ratio was 0.5, removal efficiencies of COD, BOD_5, TSS, TN and TP were 99.1%, 99.3%, 99.4%, 43.4% and 68.2%, respectively. Nitrification occurred in the aerobic reactor with NH_4~+-N removal efficiency ranging from 88.7 to 99.7% averaging at 97.8%. Nitrogen removal in the SMBR was limited not by nitrification but by denitrification. Increase in the concentration of TN in the treated water can be explained by increases in the concentration of NO_3~--N.
机译:为了减少与有效去除市政废水中的有机物和养分有关的问题,尝试了带有缺氧和有氧槽的中试规模的潜水膜生物反应器(SMBR)。在实验中使用孔径为0.038μm并且总表面积为3.60m〜2的扁平型膜。在操作过程中,SMBR曝气(含氧)罐中的MLSS浓度保持在约5-7 g / 1。 SMBR中进水和出水的pH值也在7.3-8.4之间变化。在各种温度(10-30°C)下,经过约160 d的时间间隔处理平均化学需氧量(COD):总氮(TN)比为12:2的原废水。当平均进水养分质量比(COD:TN:TP)为100:8.2:1.2且BOD_5:COD比为0.5时,COD,BOD_5,TSS,TN和TP的去除效率分别为99.1%,99.3%,99.4%,43.4 %和68.2%。硝化作用发生在好氧反应器中,NH_4〜+ -N去除率在88.7%至99.7%之间,平均为97.8%。 SMBR中的脱氮不仅受硝化作用的限制,还受反硝化作用的限制。处理后水中TN浓度的增加可以用NO_3-〜N浓度的增加来解释。

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  • 来源
    《Desalination and water treatment》 |2011年第3期|p.53-56|共4页
  • 作者单位

    Department of Environmental Engineering, Istanbul Technical University, Maslak, 34469, Istanbul, Turkey;

    Kayseri Metropolitan Municipality, Water and Sewerage Directorate, Kayseri, Turkey;

    Department of Chemical Engineering, Istanbul Technical University, Maslak, 34469, Istanbul, Turkey;

    Department of Environmental Engineering, Erciyes University, Kayseri, Turkey;

    Department of Environmental Engineering, Yildiz Technical University, 34349 Besiktas, Istanbul, Turkey;

    Kayseri Metropolitan Municipality, Water and Sewerage Directorate, Kayseri, Turkey;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    COD; municipal wastewater; pilot scale SMBR; total nitrogen; total phosphorus;

    机译:化学需氧量城市废水;中试规模SMBR;总氮总磷;

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