臭氧-生物处理联用工艺深度处理苯胺黑染料废水
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  • 英文篇名:Treatment of Aniline Black Dyeing Wastewater by Integrated Ozone Oxidation and Biological Treatment
  • 作者:孙珊珊 ; 刘邦海 ; 张科亭 ; 颜明磊 ; 魏铭泽 ; 金春姬
  • 英文作者:SUN Shan-Shan;LIU Bang-Hai;ZHANG Ke-Ting;YAN Ming-Lei;WEI Ming-Ze;JIN Chun-Ji;Key Laboratory of Marine Environment and Ecology,Ministry of Education,Ocean University of China;Minglang Environmental Engineering Co.,Ltd;
  • 关键词:苯胺黑 ; 染料废水 ; 臭氧氧化 ; 活性污泥
  • 英文关键词:aniline black;;dyeing wastewater;;ozone oxidation;;activated sludge
  • 中文刊名:QDHY
  • 英文刊名:Periodical of Ocean University of China
  • 机构:中国海洋大学海洋环境与生态教育部重点实验室;青岛明朗环境工程有限公司;
  • 出版日期:2018-06-15
  • 出版单位:中国海洋大学学报(自然科学版)
  • 年:2018
  • 期:v.48;No.284
  • 基金:山东省自然科学基金项目(ZR2011BM014)资助~~
  • 语种:中文;
  • 页:QDHY201808014
  • 页数:6
  • CN:08
  • ISSN:37-1414/P
  • 分类号:128-133
摘要
以某工业苯胺黑染料废水处理系统的二沉池出水为研究对象,对某染料厂废水处理系统的二沉池出水进行深度处理实验研究,考察了臭氧氧化处理废水时三种金属离子催化剂的催化效果,探讨了臭氧氧化联用生物处理工艺的关键运行条件。结果表明,Mn2+,Fe2+和Cu2+三种金属离子催化剂对废水CODCr、苯胺有很好的去除效果,其中Mn2+催化效果明显高于其他两种金属离子,Mn2+催化臭氧条件下CODCr、苯胺去除率分别为59.1%和90.5%,优于单独臭氧氧化效果,色度去除率为87.5%,低于单独臭氧氧化效果。将臭氧处理后的染料废水用活性污泥法进行生物处理,确定了污泥浓度为3 000mg/L时最佳曝气时间为6h,出水CODCr浓度小于72mg/L、苯胺浓度小于0.8mg/L,达到染料废水的一级排放标准。
        By taking actual aniline black dyeing wastewater as the research object,experiment was conducted to explore advanced treatment ways of effluents from dye wastewater treatment system by ozone and activated sludge.In the ozonation test,the effect of three different metal ion catalysts including Mn2+,Fe2+and Cu2+,were examined.In addition,the critical operating conditions of biological treatment combine with ozonation has been investigated.Results showed that all three metal ion catalysts have positive effect on the removal of CODCrand aniline,moreover,the performance of Mn2+was better than the others.Through ozone oxidation with Mn2+as catalyst,the CODCrand aniline removal rate reached59.1% and 90.5%,respectively,which was better than ozone oxidation.The decolorization rate of catalytic ozone oxidation was 87.5%,which worse than ozone oxidation without any catalyst.The optimum biological treatment parameters were as follows:Aeration time was 6 hwhen the sludge concentration was3 000 mg/L.The CODCrand aniline concentration of final effluent were below 72 and 0.8 mg/L,respectively,which could meet the 1 st level discharge standard.
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