工业水处理 ›› 2021, Vol. 41 ›› Issue (7): 121-125. doi: 10.19965/j.cnki.iwt.2020-0929

• 试验研究 • 上一篇    下一篇

电絮凝法同步去除地下水中砷、锰、氟的效能及机理

张浩1,2(),李诚3,顾悦3,费琼1,2,王少坡1,2,*()   

  1. 1. 天津城建大学环境与市政工程学院, 天津 300384
    2. 天津市水质科学与技术重点实验室, 天津 300384
    3. 天津市华博水务有限公司, 天津 300040
  • 收稿日期:2020-03-18 出版日期:2021-07-20 发布日期:2021-07-26
  • 通讯作者: 王少坡 E-mail:15233180573@163.com;wspfr@sina.com
  • 作者简介:张浩(1996-), 硕士。E-mail: 15233180573@163.com

Performance and mechanism of simultaneous removal of arsenic, manganese and fluorine from groundwater by electro-flocculation

Hao Zhang1,2(),Cheng Li3,Yue Gu3,Qiong Fei1,2,Shaopo Wang1,2,*()   

  1. 1. School of Environmental and Municipal Engineering, Tianjin Chengjian University, Tianjin 300384, China
    2. Tianjin Key Laboratory of Aquatic Science and Technology, Tianjin 300384, China
    3. Tianjin Huabo Water Works Co., Ltd., Tianjin 300040, China
  • Received:2020-03-18 Online:2021-07-20 Published:2021-07-26
  • Contact: Shaopo Wang E-mail:15233180573@163.com;wspfr@sina.com

摘要:

采用间歇式电絮凝装置,以铁铝为复合电极,考察氯化物浓度、电流密度、极板间距以及pH对电絮凝去除地下水中砷、锰、氟三类污染物效果的影响。结果表明,氯化物浓度变化对锰和砷的去除几乎没影响,但浓度过高会阻碍电絮凝除氟过程的进行;反应初期随pH和电流密度增加,目标污染物去除率增大,随极板间距增大,目标污染物去除率减小,反应后期恰恰相反;在最佳运行条件下,即电流密度3 mA/cm2,电解时间25 min,极板间距2.0 cm,初始pH 6.0条件下,砷、锰、氟的去除率分别为99.75%、100.00%、69.84%。

关键词: 电絮凝, 砷, 锰, 氟, 地下水污染

Abstract:

An intermittent electro-flocculation device with iron and aluminum as the composite electrode was used to investigate the effects of chloride concentration, current density, electrode spacing, and pH on the removal effect of arsenic, manganese and fluorine from groundwater by eletro-flocculation. The results showed that the change of chloride concentration had little effect on the removal of manganese and arsenic but the high chloride concentration would hinder the process of electro flocculation for defluoridation. The removal efficiency of target pollutants at the initial stage of the reaction increased with the increase of pH and current density, while decreased with the increase of the electrode spacing. However, in the latter stage of the reaction, it presented opposite trend. Under the optimal operating conditions with current density 3 mA/cm2, electrolysis time 25 min, plate spacing 2.0 cm and initial pH 6.0, the removal rates of arsenic, manganese and fluorine were 99.75%, 100.00% and 69.84% respectively.

Key words: electro-flocculation, arsenic, manganese, fluorine, groundwater pollution

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