摘要
采用多级厌氧/耗氧膜生物反应器(A/O-MBR)组合工艺对低C/N比生活污水进行处理时,存在总磷(TP)处理不达标的问题。通过改变污泥回流位置并增加内回流的改良型多级A/O-MBR组合工艺强化除磷,探究该工艺对低C/N比生活污水中TP的去除效果,并通过污泥静态分析研究其污泥反硝化除磷机理。结果表明,改良型多级A/O-MBR组合工艺对TP去除效果良好,平均去除率达到了86.36%,同时对化学需氧量(COD)、总氮(TN)及氨氮去除效果良好,均达到一级A排放标准。该工艺提高了聚磷菌及反硝化聚磷菌的比例,有效强化了对TP的去除。
When the low-C/N ratio domestic sewage is treated by the multi-stage A/O-MBR combination process,there is a problem that the TP removal rate is low.The removal of the phosphorus is enhanced by the improved multi-stage A/O-MBR combination process of increasing internal reflux.The removal effect of modified multi-stage A/O-MBR combination process on TP in low C/N ratio domestic sewage was studied.The mechanism of removal of modified multi-stage A/O-MBR combined process sludge denitrifying phosphorus was investigated by static analysis of sludge.The results showed that the improved multi-stage A/O-MBR combination process had good TP removal efficiency with the average removal rate of 86.36%.At the same time,the effects of COD,TN and nitrogen removal were good,and all reached the first-class A emission standard.The proportion of polyphosphate bacteria and denitrifying phosphorus accumulating bacteria were increased by the improved multi-stage A/O-MBR combination process,and the removal effect of TP by the combined process was strengthened.
作者
郑凯
张子贤
吴勇
王万红
武福平
ZHENG Kai;ZHANG Zixian;WU Yong;WANG Wanhong;WU Fuping(School of Environmental and Municipal Engineering,Lanzhou Jiaotong University,Lanzhou 730070,Gansu,China;Key laboratory of Yellow River Water Environment in Gansu Province,Lanzhou 730070,Gansu,China;Central and Southern China Municipal Engineering Design&Research Institute Co.,Ltd.,Wuhan 430000,Hubei,China)
出处
《化工进展》
EI
CAS
CSCD
北大核心
2021年第3期1675-1680,共6页
Chemical Industry and Engineering Progress
基金
国家重点研发计划(2016YFC0400703)
甘肃省重点研发计划(17YF1NA056)
国家自然科学基金(51768031)。