节点文献

自来水厂氨氮的活性炭深度处理

STUDY OF ADVANCED TREATMENT OF AMMONIA NITROGEN WITH ACTIVATED CARBON FOR WATER PLANT

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 谢晖陈勋贤付乐朱建国李跃增

【Author】 XIE Hui1,CHENG Xun-xian1,FU Le2,ZHU Jian-guo3,LI Yue-zeng3(1.Foshan Water Supply Corporation,Foshan 528000,China;2.School of Environmental Science and Engineering,Huazhong University of Science and Technology,Wuhan 430074,China;3.Central and Southern China Municipal Engineering Design and Research Institute,Wuhan 430010,China)

【机构】 佛山水业集团公司沙口水厂水质深度处理实验基地华中科技大学环境科学与工程学院中国市政工程中南设计研究院中国市政工程中南设计研究院 广东佛山528000广东佛山528000湖北武汉430074湖北武汉430010

【摘要】 以佛山沙口水厂北江水源水为进水,考察了活性炭吸附(GAC)和臭氧-生物活性炭(O3-BAC)两种深度处理方法对氨氮的去除效果。结果表明:在低氨氮浓度下,GAC和O3-BAC对氨氮的平均去除率均为40%,最大去除率均为74%,BAC处理后的出水中三氯甲烷浓度较GAC的出水浓度低,而GAC处理成本低于O3-BAC,建议优先采用GAC工艺;在高氨氮浓度时,预氯化条件下如果控制沉淀池出水余氯≤0.1mg/L,则可以采用O3-BAC工艺除氨氮,适宜的氨氮浓度范围是0.59~0.62mg/L。

【Abstract】 Ammonia nitrogen removal for Foshan Water Plant by both advanced treatment of GAC and O3-BAC was investigated.It was shown that,at low ammonia nitrogen concentration,average ammonia nitrogen removal rate both by GAC and O3-BAC was 40%;the maximum removal rate was 74%;chloroform concentration in effluent after treating by O3-BAC was lower than that by GAC,while treating cost by GAC was lower than that by O3-BAC.It is recommended first to adopt GAC technique,if controlling residual chlorine in effluent from sediment tank to be less than 0.1mg/L;O3-BAC process can be adopted for ammonia nitrogen removal,suitable scope of ammonia nitrogen concentration is 0.59~0.62mg/L.

  • 【文献出处】 水处理技术 ,Technology of Water Treatment , 编辑部邮箱 ,2007年02期
  • 【分类号】TU991.2
  • 【被引频次】26
  • 【下载频次】609
节点文献中: 

本文链接的文献网络图示:

本文的引文网络