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A/O工艺处理公厕废水脱氮运行参数的确定
引用本文:张杰,刘年丰,王琪,周国胜. A/O工艺处理公厕废水脱氮运行参数的确定[J]. 工业用水与废水, 2006, 37(2): 31-33
作者姓名:张杰  刘年丰  王琪  周国胜
作者单位:黄石理工学院,环境科学与工程系,湖北,黄石,435003;华中科技大学,环境科学与工程学院,武汉,430074;华中科技大学,环境科学与工程学院,武汉,430074
摘    要:针对旅游区公厕污水高氨氮等特点,用正交试验选择改进A/O法生物脱氮工艺的关键影响因子,探讨关键因子与氨氮去除率的相关性及最佳工艺条件,试验表明碳氧化段水力停留时间为6h,硝化氧化段水力停留时间为6h,回流比为200%时公厕污水氨氮去除率达到90%以上。

关 键 词:公厕污水  高氨氮  生物脱氮  A/O工艺
文章编号:1009-2455(2006)02-0031-03
修稿时间:2005-08-10

Confirmation of operation parameters for treatment of wastewater from toilet by NO process
ZHANG Jie,LIU Nian-feng,WANG Qi,ZHOU Guo-sheng. Confirmation of operation parameters for treatment of wastewater from toilet by NO process[J]. Industrial Water & Wastewater, 2006, 37(2): 31-33
Authors:ZHANG Jie  LIU Nian-feng  WANG Qi  ZHOU Guo-sheng
Abstract:In view of the fact that the mass concentration of ammonia nitrogen in wastewater from toilet in tourism areas is high,the key factors that influence the improvement of the A/O biological denitrification process was selected by orthogonal experiment,the relativity between key factors and the removal rate of ammonia-nitrogen,as well as the optimal condition for the process were discussed.The experiment showed that the hydraulic retention time in oxidation phase and nitration oxidation phase were 6 h,when the reflux ratio was 200%,the removal rate of ammonia-nitrogen in wastewater from toilet was above 90%.
Keywords:wastewater from toilet  high ammonia-nitrogen concentration  biological denitrification  A/O process
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