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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  • [1] 王庆, 丁原红, 马英华, 等. MBBR法深度处理造纸中段废水的工程应用. 中国给水排水, 2009, 25(14): 72-74, 78 Wang Q., Ding Y. H., Ma Y. H., et al. Application of MBBR process in papermaking middle-stage wastewater treatment. China Water & Wastewater, 2009, 25(14): 72-74, 78 (in Chinaese)
    [2] 刘剑玉, 汪晓军, 陈彦. 臭氧预氧化-BAF深度处理造纸废水. 中国造纸, 2009, 28(9): 36-38 Liu J. Y., Wang X. J., Chen Y. Advanced treatment of paper mill wastewater by ozone pre-oxidation and biological aerated filter processes. China Pulp & Paper, 2009, 28(9): 36-38 (in Chinaese)
    [3] 何仕均, 李坤豪, 谢雷, 等. γ辐射/生物处理工艺处理草浆中段废水的研究. 中国给水排水, 2009, 25(7): 69-72 He S. J., Li K. H., Xie L., et al. Study on treatment of straw-pulp middle-stage wastewater by γ-radiation and biological treatment process. China Water & Wastewater, 2009, 25(7): 69-72 (in Chinese)
    [4] 刘丽, 罗松柏, 谢智华. 水解酸化/曝气/气浮/Fenton工艺处理造纸废水. 中国给水排水, 2011, 27(10): 73-75 Liu L., Luo S. B., Xie Z. H. Hydrolysis acidification/biolak/air flotation/fenton process for treatment of papermaking wastewater. China Water & Wastewater, 2011, 27(10): 73-75 (in Chinese)
    [5] Lin S. H., Lo C. C. Fenton process for treatment of desizing wastewater. Water Research, 1997, 31(8): 2050-2056
    [6] Xu X. R., Li H. B., Wang W. H., et al. Degradation of dyes in aqueous solutions by the Fenton process. Chemosphere, 2004, 57(7): 595-600
    [7] 许燕, 王征. 多种强化混凝技术在制浆造纸废水深度处理中的应用探讨. 工业水处理, 2010, 30(7): 15-18 Xu Y., Wang Z. Approach to the application of several enhanced coagulation technologies to advanced treatment of pulp & papermaking wastewater. Industrial Water Treatment, 2010, 30(7): 15-18 (in Chinese)
    [8] Torrades F., Saiz S., García-Hortal J. A. Using central composite experimental design to optimize the degradation of black liquor by Fenton reagent. Desalination, 2011, 268(1-3): 97-102
    [9] 朱亦仁, 鲁玲, 李爱梅, 等. Fe2+/H2O2法处理草浆纸厂废水的影响因素研究. 环境污染治理技术与设备, 2006, 7(7): 91-95 Zhu Y. R., Lu L., Li A. M., et al. Study on influencing factors in treating paper making wastewater by Fe2+/H2O2 system. Techniques and Equipment for Environmental Pollution Control, 2006, 7(7): 91-95 (in Chinese)
    [10] Martinez N., San S., Fernández J. F., et al. Pre-oxidation of an extremely polluted industrial wastewater by the Fenton's reagent. Journal of Hazardous Materials, 2003, 101(3): 315-322
    [11] Zhou L., Hu J. X., Zhong H., et al. Study of phenol removal using fluidized-bed Fenton process. Chemical Engineering Research and Design, 2012, 90(3): 377-382
    [12] Meric S., Kap tan D., Ölmez T. Color and COD removal from wastewater containing Reactive Black 5 using Fenton's oxidation process. Chemosphere, 2004, 54 (3): 435-441
    [13] 刘千钧, 袁斌, 伍红, 等. Fenton法深度处理制浆造纸综合废水实验研究. 造纸科学与技术, 2009, 28(4): 57-59 Liu Q. J., Yuan B., Wu H., et al. Advanced treatment of pulping and papermaking effluent by Fenton process. Paper Science & Technology, 2009, 28(4): 57-59 (in Chinese)
    [14] Neyens E., Baeyens J. A review of classic Fenton's peroxidation as an advanced oxidation technique. Journal of Hazardous Materials, 2003, 98(1-3): 33-50
    [15] Jiang C. C., Pang S. Y., Ouyang F., et al. A new insight into Fenton and Fenton-like processes for water treatment. Journal of Hazardous Materials, 2010, 174(1-3):813-817
    [16] 张金玲, 于军亭, 张帅. 芬顿法深度处理造纸废水. 水资源与水工程学报, 2011, 22(3): 154-156 Zhang J. L., Yu J. T., Zhang S. Advanced treatment of papermaking wastewater by Fenton method. Journal of Water Resources and Water Engineering, 2011, 22(3): 154-156 (in Chinese)
    [17] 翟阳. 新标准下制浆造纸工业废水处理应对措施与深度处理工程案例. 中华纸业, 2011, 32(16): 13-15 Zhai Y. Measures and advanced treatment engineering cases of pulping and papermaking industry wastewater under new standard. China Pulp & Paper Industry, 2011, 32(16): 13-15 (in Chinese)
    [18] 陈楠, 陈永利, 刘新亮, 等. Fenton法深度处理制浆中段废水的工程应用. 中国造纸, 2009, 28(10): 59-62 Chen N., Chen Y. L., Liu X. L., et al. Engineering application of Fenton advanced oxidation process for washing and bleaching effluent treatment. China Pulp & Paper, 2009, 28(10): 59-62 (in Chinese)
    [19] 左晨燕, 何苗, 张彭义, 等. Fenton 氧化/混凝协同处理焦化废水生物出水的研究. 环境科学, 2006, 27(11): 2201-205 Zuo C. Y., He M., Zhang P. Y., et al. Study on Fenton oxidation cooperated with coagulation of biologically treated coking wastewater. Environmental Science, 2006, 27(11): 2201-205 (in Chinese)
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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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