工业水处理 ›› 2015, Vol. 35 ›› Issue (12): 96-99. doi: 10.11894/1005-829x.2015.35(12).096

• 工程实例 • 上一篇    下一篇

砂滤+O3+ABAF+UV/H2O2工艺处理氯碱化工园区污水

毕卫军1, 陈海燕2, 宋宁宁3, 崔明勇3   

  1. 1. 汶上县清泉水务有限公司, 山东汶上 272501;
    2. 安乐建筑工程服务(上海)有限公司, 上海 200120;
    3. 济宁供水集团, 山东济宁 272000
  • 收稿日期:2015-11-10 出版日期:2015-12-20 发布日期:2015-12-26
  • 作者简介:毕卫军(1970-),本科。电话:13608916481,E-mail:biweijun8@163.com。

Treatment of wastewater from chlor-alkali chemical industrial park by sand filtration+O3+ABAF+UV/H2O2 process

Bi Weijun1, Chen Haiyan2, Song Ningning3, Cui Mingyong3   

  1. 1. Wenshang County Qingquan Water Service Co., Ltd., Wenshang 272501, China;
    2. Analogue Technical Agencies(Shanghai)Ltd., Shanghai 200120, China;
    3. Jining Water Supply Group, Jining 272000, China
  • Received:2015-11-10 Online:2015-12-20 Published:2015-12-26

摘要:

采用连续流砂滤+O3+ABAF+UV/H2O2工艺处理以氯碱化工为主的某化工区废水,处理水量10000 m3/d,进水水质为COD ≤ 200 mg/L、氨氮 ≤ 25 mg/L,经调整pH、碱度等运行参数,处理后出水达到《污水综合排放标准》(GB 8978-1996)一级A排放标准要求。

关键词: 氯碱化工废水, 污水处理, 化工园区废水

Abstract:

The continuous sand filtration+O3+ABAF+UV/H2O2 process has been applied to the treatment of the wastewater from a chemical industrial park,mainly chlor-alkali chemical industry. Water volume to be treated is 10000 m3/d,COD in influent ≤ 200 mg/L,NH3-N ≤ 25 mg/L. After pH,alkalinity and other parameters are adjusted,the treated effluent can meet the requirements for level A of the first class of Integrated Wastewater Discharge Standard(GB 8978-1996).

Key words: wastewater containing chlor-alkali, wastewater treatment, wastewater from chemical industrial park

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