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Incorporation of electrochemical advanced oxidation processes in a multistage treatment system for sanitary landfill leachate

机译:将电化学高级氧化工艺纳入卫生垃圾渗滤液的多级处理系统

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摘要

The current study has proved the technical feasibility of including electrochemical advanced oxidation processes (EAOPs) in a multistage strategy for the remediation of a sanitary landfill leachate that embraced: (i) first biological treatment to remove the biodegradable organic fraction, oxidize ammonium and reduce alkalinity, (ii) coagulation of the bio-treated leachate to precipitate humic acids and particles, followed by separation of the clarified effluent, and (iii) oxidation of the resulting effluent by an EAOP to degrade the recalcitrant organic matter and increase its biodegradability so that a second biological process for removal of biodegradable organics and nitrogen content could be applied. The influence of current density on an UVA photoelectro-Fenton (PEF) process was firstly assessed. The oxidation ability of various EAOPs such as electro-Fenton (EF) with two distinct initial total dissolved iron concentrations ([TDI](0)), PEF and solar PEF (SPEF) was further evaluated and these processes were compared with their analogous chemical ones. A detailed assessment of the two first treatment stages was made and the biodegradability enhancement during the SPEF process was determined by a Zahn-Wellens test to define the ideal organics oxidation state to stop the EAOP and apply the second biological treatment. The best current density was 200 mA cm(-2) for a PEF process using a BDD anode, [TDI](0) of 60 mg L-1, pH 2.8 and 20 degrees C. The relative oxidation ability of EAOPs increased in the order EF with 12 mg [TDI](0) L-1 < EF with 60 mg [TDI](0) L-1 < PEF with 60 mg [TDI](0) L-1 <= SPEF with 60 mg [TDI](0) L-1, using the above-mentioned conditions. While EF process was much superior to the Fenton one, the superiority of PEF over photo-Fenton was less evident and SPEF attained similar degradation to solar photo-Fenton. To provide a final dissolved organic carbon (DOC) of 163 mg L-1 to fulfill the discharge limits into the environment after a second biological process, 6.2 kJ L-1 UV energy and 36 kWh m(-3) electrical energy were consumed using SPEF with a BDD anode at 200 mA cm(-2), 60 mg [TDI](0) L-1, pH 2.8 and 20 degrees C. (C) 2015 Elsevier Ltd. All rights reserved.
机译:当前的研究证明了将电化学高级氧化工艺(EAOPs)纳入多阶段策略来修复卫生垃圾渗滤液的技术可行性,该策略包括:(i)首次生物处理以去除可生物降解的有机部分,氧化铵并降低碱度;(ii)经过生物处理的渗滤液的凝结,使腐殖酸和颗粒沉淀出来,然后分离出澄清的流出物;(iii)EAOP氧化生成的流出物,以降解难降解的有机物并提高其生物降解性,从而可以采用第二种生物方法去除可生物降解的有机物和氮含量。首先评估了电流密度对UVA光电芬顿(PEF)工艺的影响。进一步评估了各种EAOP,例如具有两个不同的初始总溶解铁浓度([TDI](0)),PEF和太阳能PEF(SPEF)的电子芬顿(EF)的氧化能力,并将这些过程与它们的类似化学物质进行了比较。那些。进行了两个第一处理阶段的详细评估,并通过Zahn-Wellens测试确定了SPEF过程中生物降解能力的增强,以定义理想的有机物氧化态以终止EAOP并进行第二次生物处理。对于使用BDD阳极,[TDI](0)为60 mg L-1,pH 2.8和20摄氏度的PEF工艺,最佳电流密度为200 mA cm(-2)。EAOPs的相对氧化能力在订购EF与12毫克[TDI](0)L-1

著录项

  • 来源
    《Water Research》 |2015年第15期|375-387|共13页
  • 作者单位

    Univ Porto, LSRE Lab Separat & React Engn, Associate Lab LSRE LCM, Dept Engn Quim,Fac Engn, P-4200465 Oporto, Portugal;

    Univ Porto, LSRE Lab Separat & React Engn, Associate Lab LSRE LCM, Dept Engn Quim,Fac Engn, P-4200465 Oporto, Portugal;

    Efacec Engn Sistemas SA, Unidade Negocio Ambiente, P-4471907 Moreira Da Maia, Portugal;

    Efacec Engn Sistemas SA, Unidade Negocio Ambiente, P-4471907 Moreira Da Maia, Portugal;

    Univ Porto, LSRE Lab Separat & React Engn, Associate Lab LSRE LCM, Dept Engn Quim,Fac Engn, P-4200465 Oporto, Portugal;

    Univ Barcelona, Fac Quim, Dept Quim Fis, Lab Electroquim Mat & Medi Ambient, E-08028 Barcelona, Spain;

    Univ Porto, LSRE Lab Separat & React Engn, Associate Lab LSRE LCM, Dept Engn Quim,Fac Engn, P-4200465 Oporto, Portugal;

  • 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

    Sanitary landfill leachate; EAOPs; Biological treatment; Coagulation; Biodegradability enhancement;

    机译:卫生垃圾渗滤液;EAOPs;生物处理;混凝;生物降解能力增强;

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