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常温城市污水同步亚硝化-厌氧氨氧化研究
引用本文:王俊安,李冬,田智勇,张杰,朱兆亮,付昆明.常温城市污水同步亚硝化-厌氧氨氧化研究[J].环境科学,2009,30(7):2001-2006.
作者姓名:王俊安  李冬  田智勇  张杰  朱兆亮  付昆明
作者单位:北京工业大学水质科学与水环境恢复工程北京市重点实验室,北京,100124
基金项目:城市水资源与水环境国家重点实验室开放课题项目(08UWQA08);河南省重大公益性科研项目;国家自然科学基金项目(50878003);北京市自然科学基金项目(8092006)
摘    要:在常温14.7~24.7℃条件下,以城市生活污水为研究对象,采用SBR反应器,通过调整曝气量控制DO浓度为0.05~0.30 mg/L,进行了同步亚硝化-厌氧氨氧化试验.结果表明,SBR活性污泥反应器可以在常温条件下实现城市污水氨氮的同步亚硝化-厌氧氨氧化反应;DO可以作为其反应终点的指示参数,本试验确定为1 mg/L;在SBR探索试验中,NH+4-N消耗速率为0.164~0.218 kg/(m3·d),NO-3-N产生速率为0.026~0.036 kg/(m3·d),TN脱除速率为0.124~0.194 kg/(m3·d),去除效率为65%~75%;在SBR改进试验中,分别通过提高温度、增设非曝气运行时段和增加厌氧氨氧化菌生物量3个途径,避免了亚硝酸盐的积累,TN去除效率提高至77%~88%.考虑到脱氮速率和实际的工程应用条件,认为增加厌氧氨氧化菌的生物量是提高SBR反应器脱氮效能的优选途径.

关 键 词:亚硝化  厌氧氨氧化  常温  城市污水
收稿时间:2008/8/10 0:00:00
修稿时间:2008/10/27 0:00:00

Research on CANON Process for Municipal Sewage in Room Temperature
WANG Jun-an,LI Dong,TIAN Zhi-yong,ZHANG Jie,ZHU Zhao-liang and FU Kun-ming.Research on CANON Process for Municipal Sewage in Room Temperature[J].Chinese Journal of Environmental Science,2009,30(7):2001-2006.
Authors:WANG Jun-an  LI Dong  TIAN Zhi-yong  ZHANG Jie  ZHU Zhao-liang and FU Kun-ming
Institution:Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering;Beijing University of Technology;Beijing 100124;China
Abstract:Abstract: In the room temperature 14.7-24.7℃,simultaneous nitrification-ANAMMOX (CANON) process for municipal sewage was tested by SBR while the DO was controlled between 0.05 and 0.30 mg/L. As a result, the research shows that CANON process can be applied to the nitrogen treatment of municipal wastewater in room temperature by SBR. DO can be regarded as the indication parameter of reaction terminal,and 1 mg/L has been confirmed in the experiment. In the exploring SBR experiments, the consumption velocity of NH_4~+ -N was 0.164-0.218 kg/(m~3·d) , the production velocity of NO_3~- -N was 0.026-0.036 kg/(m~3·d) , the removal velocity and efficiency of TN were 0.124-0.194 kg/(m~3·d) and 65%-75% respectively. Additionally, in the improving SBR experiments, there were three methods for avoiding nitrite accumulation and increasing the nitrogen removal efficiency. They were improving temperature, adding non-aeration period of time and increasing the quantity of ANAMMOX bacteria.Therefore, the removal efficiency of TN was increased to 77%-88% through the three ways above. However, in view of the nitrogen removal velocity and the fact of engineering application condition, the third approach was the best to advance the general ability of ANAMMOX.
Keywords:nitrification  ANAMMOX  room temperature  municipal sewage
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