工业水处理 ›› 2014, Vol. 34 ›› Issue (4): 84-85. doi: 10.11894/1005-829x.2014.34(4).084

• 工程实例 • 上一篇    下一篇

UASB+A/O+Fenton氧化处理工业园废水工程实例

陈思莉, 江栋, 虢清伟, 易皓, 杜建伟   

  1. 环境保护部华南环境科学研究所, 广东广州 510655
  • 收稿日期:2014-03-12 出版日期:2014-04-20 发布日期:2014-04-25
  • 作者简介:陈思莉(1982-),硕士,工程师。E-mail:chensili@scies.org
  • 基金资助:

    水体污染控制与治理科技重大专项(2012ZX07211-003);广东省科技计划项目(2009B030802009)

Case study on the treatment of wastewater in industrial parks by up-flow anaerobic sludge bed+acidification/oxidation+Fenton oxidation

Chen Sili, Jiang Dong, Guo Qingwei, Yi Hao, Du Jianwei   

  1. South China Institute of Environment Sciences, MEP, Guangzhou 510655, China
  • Received:2014-03-12 Online:2014-04-20 Published:2014-04-25

摘要:

采用UASB+A/O+Fenton氧化工艺处理某工业园废水,该废水主要由精细化工企业经过预处理后的废水组成。经该工艺处理后废水COD从500 mg/L左右降到90 mg/L以下, BOD5从300 mg/L左右降到20 mg/L以下,处理效率均达到82%以上,出水水质达到《污水综合排放标准》(GB 8978-1996)中的一级标准要求。

关键词: 工业园区废水, 上流式厌氧污泥床, Fenton

Abstract:

The wastewater in an industrial park has been treated by means of up-flow anaerobic sludge bed(UASB)+acidification/oxidation+Fenton process. The wastewater is mainly composed of pretreated wastewater from a fine chemical enterprise. The COD of the effluent which has been treated by this process is decreased from 500 mg/L to 90 mg/L or even lower,and BOD5 of it is decreased from about 300 mg/L to less than 20 mg/L. Both of their treatment efficiency reach 82%. The effluent water quality meets the first class of the Integrated Wastewater Discharge Standard(GB 8978-1996).

Key words: wastewater in industrial parks, up-flow anaerobic sludge bed, Fenton

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