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Simultaneous removal and evaluation of organic substrates and NH3-N by a novel combined process in treating chemical synthesis-based pharmaceutical wastewater

机译:新型组合工艺同时去除和评估有机底物和NH3-N的化学合成基制药废水

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摘要

A full-scale novel combined anaerobic/micro-aerobic and two-stage aerobic biological process is used for the treatment of an actual chemical synthesis-based pharmaceutical wastewater containing amoxi-cillin. The anaerobic system is an up-flow anaerobic sludge blanket (UASB), the micro-aerobic system is a novel micro-aerobic hydrolysis acidification reactor (NHAR) and the two-stage aerobic process comprised cyclic activated sludge system (CASS) and biological contact oxidation tank (BCOT). The influent wastewater was high in COD, NH_3-N varying daily 4016-13,093 mg-CODL~(-1) and 156.4-650.2 mg-NH_3-N L~(-1), amoxicillin varying weekly between 69.1 and 105.4 mg-amoxicillin L~(-1), respectively; Almost all the COD, NH_3-N, amoxicillin were removed by the biological combined system, with removal percentages 97%, 93.4% and 97.2%, respectively, leaving around 104mg-COD L~(-1),9.4mg-NH_3-N L~(-1) and 2.6 ±0.8 mg-amoxicillin L~(-1) in the final clarifier effluent. The performance evaluation of the wastewater treatment plant (WWTP) by mathematical statistic methods shown that at most of time effluent can meet the higher treatment discharge standard. In addition, the fate of amoxicillin in the full-scale WWTP and the amoxicillin removal rate of each different removal routes in UASB, NHAR, CASS, BCOT and final clarifier processes are investigated in this paper. The results show that biodegradation, adsorption and hydrolysis are the major mechanisms for amoxicillin removal.
机译:全面,新颖的厌氧/微需氧和两阶段需氧生物工艺相结合,用于处理实际的基于化学合成的含阿莫西西林的制药废水。厌氧系统是一种上流式厌氧污泥床(UASB),微需氧系统是一种新型的微需氧水解酸化反应器(NHAR),该两阶段需氧过程包括循环活性污泥系统(CASS)和生物接触氧化罐(BCOT)。进水废水中的COD较高,NH_3-N每天变化4016-13,093 mg-CODL〜(-1)和156.4-650.2 mg-NH_3-NL〜(-1),阿莫西林每周变化69.1至105.4 mg-阿莫西林L 〜(-1)分别;生物联合系统去除了几乎所有的COD,NH_3-N,阿莫西林,去除率分别为97%,93.4%和97.2%,剩下约104mg-COD L〜(-1),9.4mg-NH_3-NL最终澄清池中的〜(-1)和2.6±0.8 mg-阿莫西林L〜(-1)。通过数学统计方法对污水处理厂的性能评估表明,污水在大多数时间都可以满足较高的处理排放标准。此外,本文还研究了UAWW,NHAR,CASS,BCOT和最终澄清工艺中阿莫西林在整个污水处理厂中的去向以及每种去除途径对阿莫西林的去除率。结果表明,生物降解,吸附和水解是去除阿莫西林的主要机理。

著录项

  • 来源
    《Journal of Hazardous Materials》 |2011年第2011期|p.49-59|共11页
  • 作者单位

    School of Materials Science & Chemical Engineering, Harbin Engineering University, Harbin 150001, China,State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China;

    School of Materials Science & Chemical Engineering, Harbin Engineering University, Harbin 150001, China;

    State Key Laboratory of Urban Water Resource and Environmental, Harbin Institute of Technology (SKLUWRE, HIT), P.O. Box 2614,202;

    School of Materials Science & Chemical Engineering, Harbin Engineering University, Harbin 150001, China;

    School of Materials Science & Chemical Engineering, Harbin Engineering University, Harbin 150001, China;

    School of Materials Science & Chemical Engineering, Harbin Engineering University, Harbin 150001, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);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

    chemical synthesis-based pharmaceutical; wastewater; UASB; NHAR; two-stage aerobic biological system; amoxicillin;

    机译:基于化学合成的药物;废水;UASB;NHAR;两阶段有氧生物系统;阿莫西林;

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