Fenton氧化降解垃圾渗滤液中COD的动力学研究

陈云嫩, 刘春花, 范景彪, 丁丽超. Fenton氧化降解垃圾渗滤液中COD的动力学研究[J]. 环境工程学报, 2013, 7(7): 2574-2578.
引用本文: 陈云嫩, 刘春花, 范景彪, 丁丽超. Fenton氧化降解垃圾渗滤液中COD的动力学研究[J]. 环境工程学报, 2013, 7(7): 2574-2578.
Chen Yunnen, Liu Chunhua, Fan Jingbiao, Ding Lichao. Study on kinetics of treating COD from landfill leachate by Fenton oxidation[J]. Chinese Journal of Environmental Engineering, 2013, 7(7): 2574-2578.
Citation: Chen Yunnen, Liu Chunhua, Fan Jingbiao, Ding Lichao. Study on kinetics of treating COD from landfill leachate by Fenton oxidation[J]. Chinese Journal of Environmental Engineering, 2013, 7(7): 2574-2578.

Fenton氧化降解垃圾渗滤液中COD的动力学研究

  • 基金项目:

    江西省教育厅科技计划项目(GJJ11457)

  • 中图分类号: X703

Study on kinetics of treating COD from landfill leachate by Fenton oxidation

  • Fund Project:
  • 摘要: 对絮凝预处理后的垃圾渗滤液进行Fenton氧化处理。通过微分法对Fenton氧化的反应级数进行求解,确定其反应级数为2,并初步建立了Fenton氧化的动力学模型,即1/c=1/c0+kt,由此建立起来的降解的动力学模型与实验数据相吻合;在4个实验基准条件下——初始COD浓度为960 mg/L、pH值4、H2O2投加量0.4 mol/L、nH2O2/nFe2+ 3:1,探讨了其中某一变量对反应速率的影响。实验水样为絮凝反应出水,进水COD浓度为912~960 mg/L,出水COD浓度为80~112 mg/L,COD去除率在87%~92%之间,表明Fenton试剂能够有效地处理垃圾渗滤液。
  • [1] 邵亮,徐成斌. 垃圾填埋场渗滤液处理技术及其研究进展.北京:中国环境科学学会2007年年会,2007
    [2] 孟了. 我国垃圾渗滤液处理现状及存在的问题. 给水排水,2003,10(29):26-29 Meng Liao. Situation and existing problems in treatment of landfill leachate. Water and Wastewater Engineering,2003,10(29):26-29(in Chinese)
    [3] 聂旭,赵非超. 浅析垃圾渗滤液处理技术. 广西轻工业,2010,(3):70-72 Nie Xu,Zhao Feichao. Discussion on treatment technology of landfill leachate. Guangxi Journal of Light Industry,2010,(3):70-72(in Chinese)
    [4] 苗国斌. 垃圾渗滤液的污染现状和防治对策. 山西化工,2010,30(1):64-67 Miao Guobin. Present situation and technical strategy of environmental contamination aroused by municipal landfill. Shanxi Chemical Industry,2010,30(1):64-67(in Chinese)
    [5] Mikac N. Assessment of groundwater contamination in the vieinity of a munieipal water landfill. Water Science and Technology,1998,27(1):37-44
    [6] 陈家军,张俊丽,裴照滨. 垃圾填埋二次污染的危害与防治. 安全环境学报,2002,26(3):27-29 Chen Jiajun,Zhang Junli,Pei Zhaobin. Hazard and control of secondary pollution in sanitary refuse landfilling. Journal of Safety and Environment,2002,26(3):27-29(in Chinese)
    [7] 刘书俊. 垃圾渗滤液污染处理的现状及对策. 长江建设,2001,37(3):36-37 Liu Shujun. Present situation and the countermeasures of pollution in treatment of landfill leachate.Yangtze River Construction,2001,37(3):36-37(in Chinese)
    [8] 孙孝龙,蒋文举.国内垃圾渗滤液处理工艺现状与技术探讨. 云南化工,2010,37(4):40-43 Sun Xiaolong,Jiang Wenju. Discussion of domestic landfill leachate treatment and technology. Yunnan Chemical Technology,2010,37(4):40-43(in Chinese)
    [9] 李自敏. 常见垃圾渗滤液处理技术浅析. 沿海企业与科技,2010,(6):40-42 Li Zimin. Discussion on common treatment technology of landfill leachate. Coastal Enterprises and Science & Technology,2010,(6):40-42(in Chinese)
    [10] Tatyana Poznyak,G.Luis Bautista. Decomposition of toxic pollutants in landfill leachate by ozone after coagulation treatment. Journal of Hazardous Materials,2008,152(2):1108-1114
    [11] Yang Deng. Physical and oxidative removal of organics during Fenton treatment of mature municipal landfill leachate. Journal of Hazardous Materials,2007,146(9):334-340
    [12] 王娟,杨再福. Fenton氧化在垃圾渗滤液处理中的应用.环境科学与技术,2011,34(11):104-108 Wang Juan,Yang Zaifu. Application of Fenton oxidation technology in wastewater treatment. Environment Science & Technology,2011,34(11):104-108(in Chinese)
    [13] Tang W. Z.,Tassos S. Oxidation kinetics and mechanisms of trihalomethanes by Fenton’s reagent. Water Research,1997, 31(5):117-1125
    [14] Luo W.,Abbas M. E.,Zhu L. H.,et al. Rapid quantitative determination of hydrogen peroxide by oxidation decolonization of metyl orange using a Fenton reaction system. Analytica Chimica Acta,2008,629(1-2):1-5
    [15] 李军,王磊,彭锋,等. Fenton氧化/混凝法后续处理垃圾渗滤液研究. 中国给水排水,2008,24(3):64-67 Li Jun,Wang Lei,,Peng Feng,et al. Experimental study on Fenton oxidation/coagulation process in subsequent treatment of landfill leachate. China Water & Wastewater,2008,24(3):64-67(in Chinese)
    [16] 徐颖,陈磊,周俊晓. Fenton氧化-生化组合工艺处理染料中间体废水. 环境工程学报,2007,1(4):57-60 Xu Ying,Chen Lei,Zhou Junxiao. Treatment of dye intermediate wastewater by Fenton oxidation and bio-chemical processes. Chinese Journal of Environment Engineering, 2007,1(4):57-60(in Chinese)
    [17] Yetilmezsoy K.,Sakar S. Improvement of COD and color removel from UASB treated poultry manure wastewater using Fenton’s oxidation. Journal of Hazardous Materials, 2008,151(2-3):547-558
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出版历程
  • 收稿日期:  2012-05-26
  • 刊出日期:  2013-07-18
陈云嫩, 刘春花, 范景彪, 丁丽超. Fenton氧化降解垃圾渗滤液中COD的动力学研究[J]. 环境工程学报, 2013, 7(7): 2574-2578.
引用本文: 陈云嫩, 刘春花, 范景彪, 丁丽超. Fenton氧化降解垃圾渗滤液中COD的动力学研究[J]. 环境工程学报, 2013, 7(7): 2574-2578.
Chen Yunnen, Liu Chunhua, Fan Jingbiao, Ding Lichao. Study on kinetics of treating COD from landfill leachate by Fenton oxidation[J]. Chinese Journal of Environmental Engineering, 2013, 7(7): 2574-2578.
Citation: Chen Yunnen, Liu Chunhua, Fan Jingbiao, Ding Lichao. Study on kinetics of treating COD from landfill leachate by Fenton oxidation[J]. Chinese Journal of Environmental Engineering, 2013, 7(7): 2574-2578.

Fenton氧化降解垃圾渗滤液中COD的动力学研究

  • 1. 江西理工大学资源与环境工程学院, 赣州 341000
基金项目:

江西省教育厅科技计划项目(GJJ11457)

摘要: 对絮凝预处理后的垃圾渗滤液进行Fenton氧化处理。通过微分法对Fenton氧化的反应级数进行求解,确定其反应级数为2,并初步建立了Fenton氧化的动力学模型,即1/c=1/c0+kt,由此建立起来的降解的动力学模型与实验数据相吻合;在4个实验基准条件下——初始COD浓度为960 mg/L、pH值4、H2O2投加量0.4 mol/L、nH2O2/nFe2+ 3:1,探讨了其中某一变量对反应速率的影响。实验水样为絮凝反应出水,进水COD浓度为912~960 mg/L,出水COD浓度为80~112 mg/L,COD去除率在87%~92%之间,表明Fenton试剂能够有效地处理垃圾渗滤液。

English Abstract

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