摘要
对污水生物脱氮工程设计的污泥产率系数、DO、pH、系数0.47、好氧区(池)容积计算和反硝化效率等进行了探讨,以便于设计人员更好地理解《室外排水设计规范》(GB 50014—2006),不断推进我国污水处理技术的发展和标准的管理。
The sludge yield coefficient, DO, pH, coefficient 0.47, volume calculation of aerobic tank and denitrification efficiency designed in wastewater biological nitrogen removal engineering are discussed in order to enable the designers to better understand Code for Design of Outdoor Wastewater Engineering （GB 50014 -2006） and continuously promote the development of wastewater treatment technology and the management of standardization in China.
出处
《中国给水排水》
CAS
CSCD
北大核心
2009年第4期105-108,共4页
China Water & Wastewater
关键词
污泥产率系数
DO
好氧池容积
反硝化效率
sludge yield coefficient
DO
aerobic tank volume
denitrification efficiency
