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浅谈A/O生物脱氮工艺的设计计算
引用本文:程晓如,杨开.浅谈A/O生物脱氮工艺的设计计算[J].环境工程,1996,14(4):12-15.
作者姓名:程晓如  杨开
作者单位:武汉水利电力大学建筑工程系 湖北430072 (程晓如),武汉水利电力大学建筑工程系 湖北430072(杨开)
摘    要:本文论述了A/O生物脱氮工艺的特点,讨论了A/O工艺的合理设计问题,并介绍了用于计算A/O生物脱氮效率、缺氧池、好氧池及需氧量的公式.

关 键 词:生物脱氮  需氧量  缺氧/好氧  污泥负荷率

DISCUSSION ON THE CALCULATION AND DESIGN OF A/O BIO-DENITRIFICATION PROCESS
Cheng Xiaoru Yang Kai.DISCUSSION ON THE CALCULATION AND DESIGN OF A/O BIO-DENITRIFICATION PROCESS[J].Environmental Engineering,1996,14(4):12-15.
Authors:Cheng Xiaoru Yang Kai
Abstract:The characteristics of A/O process were discussed in the paper and also the problem occurred in the design. Finally the formula employed to calculate the capacity of anoxic and oxic tanks, the removal effeciency of total nitrogen and oxygen demand were also introduced.
Keywords:bio-denitrification  anoxic/oxic  oxygen demand sludge load  
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