浅谈A/O生物脱氮工艺的设计计算  

DISCUSSION ON THE CALCULATION AND DESIGN OF A/O BIO-DENITRIFICATION PROCESS

作　　者：程晓如[1] 杨开[1] 

机构地区：[1]武汉水利电力大学建筑工程系,湖北430072

出　　处：《环境工程》1996年第4期12-15,共4页Environmental Engineering

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.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.

关 键 词：生物脱氮 需氧量 污泥负荷率 污水处理 

分 类 号：X505[环境科学与工程—环境工程]