工业水处理 ›› 2017, Vol. 37 ›› Issue (2): 38-42. doi: 10.11894/1005-829x.2017.37(2).038

• 试验研究 • 上一篇    下一篇

混凝-Fenton氧化法处理制浆造纸厂生化出水的研究

李清1, 张哲1, 葛强2, 杨树成1   

  1. 1. 西安交通大学能源与动力工程学院, 陕西西安 710049;
    2. 中国轻工业长沙工程有限公司, 湖南长沙 410114
  • 收稿日期:2016-10-20 出版日期:2017-02-20 发布日期:2017-02-25
  • 通讯作者: 杨树成,电话:029-82668572,E-mail:yanyang@mail.xjtu.edu.cn。 E-mail:yanyang@mail.xjtu.edu.cn
  • 作者简介:李清(1991-),在读硕士研究生。E-mail:lq1108@stu.xjtu.edu.cn。
  • 基金资助:

    国家自然科学基金资助项目(51308453);中国轻工业长沙工程有限公司资助项目(20150987);中央高校基本科研业务费专项资金资助项目(xjj2013078)

Research on the treatment of pulp and paper biochemical effluent by coagulation-Fenton oxidation process

Li Qing1, Zhang Zhe1, Ge Qiang2, Yang Shucheng1   

  1. 1. School of Energy and Power Engineering, Xi'an Jiaotong University, Xi'an 710049, China;
    2. China CEC Engineering Corporation, Changsha 410114, China
  • Received:2016-10-20 Online:2017-02-20 Published:2017-02-25

摘要:

针对制浆造纸废水二级生化处理难以实现达标排放的问题,对比研究了混凝法、Fenton氧化法及混凝-Fenton氧化法作为深度处理技术对其二级生化出水的处理效果,并分析了污泥产量和经济性。结果表明:混凝-Fenton氧化法是较适用于制浆造纸生化出水深度处理的技术,其预处理混凝阶段投加350 mg/L的Al2(SO43和0.5 mg/L的阳离子聚丙烯酰胺,并根据混凝出水COD按n(H2O2):n(COD):n(FeSO4)=2:1:1投加H2O2和FeSO4,处理后出水可满足国家排放标准的要求。混凝-Fenton氧化法的污泥产量约为0.85 g/L。

关键词: 制浆造纸废水, 深度处理, 混凝, Fenton氧化, 污泥产量

Abstract:

Aiming at the problems that it is difficult to reach the discharge standard for pulp and paper wastewater treatment by secondary biological processes,the treatment effects of coagulation,Fenton oxidation,and coagulation-Fenton oxidation methods on the secondary biochemical effluent are contrasted and researched,and the sludge output and its economic efficiency analyzed. The results indicate that coagulation-Fenton oxidation method is comparatively suitable for the advanced treatment technology of pulp and paper secondary biological effluent. 350 mg/L of Al2(SO4)3 and 0.5 mg/L of cationic polyacrylamide(CPAM)are added in its pretreatment coagulation stage,and according to the coagulation effluent COD,H2O2 and FeSO4 are added,and the ratio of them is n(H2O2):n(COD):n(FeSO4)=2:1:1. The treated effluent can meet the requirements for the state discharge standard. The sludge output of coagulation-Fenton process is about 0.85 g/L.

Key words: pulp and paper wastewater, advanced treatment, coagulation, Fenton oxidation, sludge output

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