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.
出处
《环境工程》
CAS
CSCD
北大核心
1996年第4期12-15,共4页
Environmental Engineering
关键词
生物脱氮
需氧量
污泥负荷率
污水处理
bio-denitrification, anoxic/oxic, oxygen demand sludge load
