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改良型A~2/O工艺处理城市污水的生物脱氮优化控制
引用本文:邹嘉乐,张胜海.改良型A~2/O工艺处理城市污水的生物脱氮优化控制[J].中国给水排水,2009,25(24).
作者姓名:邹嘉乐  张胜海
作者单位:广州市京水水务有限公司,广东,广州,510385
摘    要:在广州西朗污水处理厂改良型A~2/O工艺的运行过程中,针对冬季出水TN偏高的问题,采取了在好氧区的前端和末端分别设立兼氧区、控制好氧区较低的溶解氧水平以创造实现短程硝化的微环境等措施,从而有效地提高了生物脱氮效果.这为同类型城市污水处理厂的运行控制以及对A~2/O工艺的设计、改良提供了参考.

关 键 词:改良型A~2/O工艺  生物脱氮  兼氧区  短程硝化反硝化

Optimization Control of Improved A~2/O Process for Biological Nitrogen Removal in Municipal Wastewater Treatment
ZOU Jia-le,ZHANG Sheng-hai.Optimization Control of Improved A~2/O Process for Biological Nitrogen Removal in Municipal Wastewater Treatment[J].China Water & Wastewater,2009,25(24).
Authors:ZOU Jia-le  ZHANG Sheng-hai
Affiliation:ZOU Jia-le,ZHANG Sheng-hai (Guangzhou City Peking Water Co.Ltd.,Guangzhou 510385,China)
Abstract:Aimed at the problem of high effluent TN concentration in winter during the operation of improved A2/O process in Guangzhou Xilang WWTP,some measures were taken including setting up the aerobic-anoxic area in the both ends of aerobic zone and controlling the lower DO level in aerobic zone to establish microenvironment for short-cut nitrification,which effectively improved the biological nitrogen removal efficiency,providing a reference basis for the operation control of similar municipal sewage treatment pl...
Keywords:improved A~2/O process  biological nitrogen removal  aerobic-anoxic area  short-cut nitrification and denitrification
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