Fenton/絮凝工艺深度处理制浆造纸废水的工程应用分析

时孝磊, 朱琳, 刘晋恺, 胡洪营. Fenton/絮凝工艺深度处理制浆造纸废水的工程应用分析[J]. 环境工程学报, 2013, 7(9): 3415-3420.
引用本文: 时孝磊, 朱琳, 刘晋恺, 胡洪营. Fenton/絮凝工艺深度处理制浆造纸废水的工程应用分析[J]. 环境工程学报, 2013, 7(9): 3415-3420.
Shi Xiaolei, Zhu Lin, Liu Jinkai, Hu Hongying. Application analysis of Fenton/flocculation process for advanced treatment of pulp and papermaking wastewater[J]. Chinese Journal of Environmental Engineering, 2013, 7(9): 3415-3420.
Citation: Shi Xiaolei, Zhu Lin, Liu Jinkai, Hu Hongying. Application analysis of Fenton/flocculation process for advanced treatment of pulp and papermaking wastewater[J]. Chinese Journal of Environmental Engineering, 2013, 7(9): 3415-3420.

Fenton/絮凝工艺深度处理制浆造纸废水的工程应用分析

  • 基金项目:

    国家"水体污染控制与治理"科技重大专项(2012ZX07203004)

  • 中图分类号: X703.1

Application analysis of Fenton/flocculation process for advanced treatment of pulp and papermaking wastewater

  • Fund Project:
  • 摘要: 以某制浆造纸厂生化出水Fenton/絮凝深度处理工艺长期运行数据为依据,系统分析了H2O2、废酸液(FeSO4含量约8%)、硫酸铝、PAM及氧化钙等处理药剂用量与水量、进水负荷和COD去除量之间的关系。结果表明, H2O2、废酸液、硫酸铝、PAM及氧化钙的单位水量平均投加量分别为0.05、2.18、0.07、0.0075和0.27 kg/m3,而去除单位COD的药剂平均消耗量分别为0.20、8.48、0.27、0.029和1.06 kg/(kg COD);H2O2、废酸液、硫酸铝和氧化钙的用量随进水负荷的增大而增加,而PAM随进水负荷的变化较小。H2O2和FeSO4的投加摩尔比(MH2O2/Fe2+)主要集中在1.0~2.0之间,其中在1.0~1.6之间的累积频率达到93%。该工艺的出水COD和SS分别为65~100 mg/L和20~30 mg/L,达到《制浆造纸工业水污染物排放标准》(GB 3544-2008)排放要求。废水深度处理成本约为1.01元/m3,其中药剂费用约0.58元/m3,占56.98%。
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出版历程
  • 收稿日期:  2012-07-26
  • 刊出日期:  2013-09-15

Fenton/絮凝工艺深度处理制浆造纸废水的工程应用分析

  • 1.  清华大学环境学院环境模拟与污染控制国家重点联合实验室, 北京 100084
  • 2.  中国矿业大学环境与测绘学院, 徐州 221116
  • 3.  清华大学深圳研究生院国家环境保护环境微生物利用与安全控制重点实验室, 深圳 518055
基金项目:

国家"水体污染控制与治理"科技重大专项(2012ZX07203004)

摘要: 以某制浆造纸厂生化出水Fenton/絮凝深度处理工艺长期运行数据为依据,系统分析了H2O2、废酸液(FeSO4含量约8%)、硫酸铝、PAM及氧化钙等处理药剂用量与水量、进水负荷和COD去除量之间的关系。结果表明, H2O2、废酸液、硫酸铝、PAM及氧化钙的单位水量平均投加量分别为0.05、2.18、0.07、0.0075和0.27 kg/m3,而去除单位COD的药剂平均消耗量分别为0.20、8.48、0.27、0.029和1.06 kg/(kg COD);H2O2、废酸液、硫酸铝和氧化钙的用量随进水负荷的增大而增加,而PAM随进水负荷的变化较小。H2O2和FeSO4的投加摩尔比(MH2O2/Fe2+)主要集中在1.0~2.0之间,其中在1.0~1.6之间的累积频率达到93%。该工艺的出水COD和SS分别为65~100 mg/L和20~30 mg/L,达到《制浆造纸工业水污染物排放标准》(GB 3544-2008)排放要求。废水深度处理成本约为1.01元/m3,其中药剂费用约0.58元/m3,占56.98%。

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