化工进展 ›› 2020, Vol. 39 ›› Issue (7): 2900-2906.DOI: 10.16085/j.issn.1000-6613.2019-1656

• 资源与环境化工 • 上一篇    下一篇

溶解氧对生物滤柱中氨氮、铁、锰去除效果的影响

能子礼超1,2(), 胡金朝2, 邓雪梅1, 曾景江1, 钟林2, 余茜茹2, 江道澳2   

  1. 1.西昌学院资源与环境学院,四川 西昌 615000
    2.西昌学院环境经济科学研究中心,四川 西昌 615000
  • 出版日期:2020-07-05 发布日期:2020-07-10
  • 通讯作者: 能子礼超
  • 作者简介:能子礼超(1988—),男,硕士,研究方向为污染控制与资源化。E-mail:qew.163@163.com
  • 基金资助:
    凉山州技术研究开发与推广应用(18YYJS0071)

Influence of dissolved oxygen on removal efficiency of ammonia,iron and manganese in biofilter

Lichao NENGZI1,2(), Jinzhao HU2, Xuemei DENG1, Jingjiang ZENG1, Lin ZHONG2, Qianru YU2, Dao’ao JIANG2   

  1. 1.College of Resources and Environment, Xichang University, Xichang 615000, Sichuan, China
    2.Academy of Environmental and Economics Sciences, Xichang University, Xichang 615000, Sichuan, China
  • Online:2020-07-05 Published:2020-07-10
  • Contact: Lichao NENGZI

摘要:

为了研究溶解氧变化对生物滤柱中氨氮、铁、锰去除效果的影响,将进水溶解氧从约10.5mg/L逐步降到7mg/L,本文考察了氨氮、铁、锰的变化规律。结果表明:当溶解氧为约10.5mg/L时,出水氨氮、总铁、锰分别为0.050mg/L、0.065mg/L、0.022mg/L,氨氮、铁、锰分别主要在滤层的0~1.2m、0~0.4m、0~1.2m去除。当溶解氧降到约9mg/L、8mg/L、7mg/L时,出水总铁均低于0.1mg/L;出水锰先明显升高,后又降到了0.05mg/L以下;出水氨氮分别升高到0.17mg/L、0.41mg/L、0.61mg/L。溶解氧不足时,铁主要在溶解氧充足的上部滤层去除;锰氧化菌优先利用溶解氧氧化二价锰,并且锰的氧化速率没有明显降低;氨氮的氧化速率明显降低。生物滤柱可以在较低溶解氧条件下运行,从而降低运行成本。

关键词: 生物滤柱, 氨氮、铁、锰, 溶解氧, 地下水

Abstract:

In order to study the influence of dissolved oxygen (DO) on the removal efficiency in biofilter, as well as the variation rule of ammonia, iron and manganese, the DO was gradually reduced from about 10.5mg/L to 7mg/L. The results showed that when DO was about 10.5mg/L, the concentration of ammonia, total iron and manganese in effluent were 0.050mg/L, 0.065mg/L and 0.022mg/L, respectively, and ammonia, iron and manganese were mainly removed at 0—1.2m, 0—0.4m and 0—1.2m of the filter layer, respectively. When DO was reduced to about 9mg/L, 8mg/L and 7mg/L, total iron in effluent was lower than 0.1mg/L; manganese in effluent increased significantly at first, then decreased to below 0.05mg/L; and ammonia in effluent increased to 0.17mg/L, 0.41mg/L and 0.61mg/L, respectively. When DO was insufficient, iron was mainly removed in the upper filter layer where DO was sufficient; DO was preferentially used by manganese oxidizing bacteria to oxidize manganese dioxide, and the oxidation rate of manganese was not significantly reduced; the oxidation rate of ammonia was significantly reduced. Thus, biofilter could be operated under lower DO conditions to reduce the operation cost.

Key words: biofilter, ammonia, iron and manganese, dissolved oxygen, groundwater

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