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硝化污泥中AOB/NOB对硝化特性的影响
引用本文:卞伟,李军,赵白航,阚睿哲,张彦灼,张舒燕,王文啸.硝化污泥中AOB/NOB对硝化特性的影响[J].中国环境科学,2016,36(8):2395-2401.
作者姓名:卞伟  李军  赵白航  阚睿哲  张彦灼  张舒燕  王文啸
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:国家水体污染控制与治理科技重大专项(2014ZX07201-011);国家自然科学基金青年基金(51308010)
摘    要:为了深入研究硝化污泥中AOB/NOB(A/N)对其硝化特性的影响,在两个SBR反应器中,通过控制单一基质,并结合影响因素控制和定期排泥,各自经过80个周期的运行,成功实现了AOB、NOB活性污泥的优化培养.依据Monod方程理论确定出AOB、NOB活性污泥中的丰度比约为1:1.不同A/N硝化特性的研究表明:亚硝化率、氨氧化速率、亚硝酸盐氧化速率以及好氧速率均受硝化污泥中A/N的影响,想要实现短程硝化的稳定运行必须使得A/N接近于1:0;氨氧化速率与硝化污泥中AOB的数量并不存在显著的正比关系;常规的生活污水硝化工艺中,A/N应不低于1:2;结合好氧速率的在线监测,当好氧速率趋于稳定时,指示短程硝化的启动已经接近完成.

关 键 词:硝化污泥  A/N  丰度比  亚硝化率  氨氧化速率  亚硝酸盐氧化速率  好氧速率  
收稿时间:2016-01-05

The effect of AOB/NOB in nitrifying sludge on nitrification characteristics
BIAN Wei,LI Jun,ZHAO Bai-hang,KAN Rui-zhe,ZHANG Yan-zhuo,ZHANG Shu-yan,WANG Wen-xiao.The effect of AOB/NOB in nitrifying sludge on nitrification characteristics[J].China Environmental Science,2016,36(8):2395-2401.
Authors:BIAN Wei  LI Jun  ZHAO Bai-hang  KAN Rui-zhe  ZHANG Yan-zhuo  ZHANG Shu-yan  WANG Wen-xiao
Institution:Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
Abstract:The effect of AOB/NOB in nitrifying sludge on nitrification characteristics was deeply investigated in this study. Firstly, activated sludge only with AOB and NOB was successfully cultivated in two same SBRs through 80 cycles, respectively. The main substrate in their inflow was single, during cultivation influencing factors were controlled and sludge was discharged at regular intervals. Secondly, the ratio of abundance between AOB sludge and NOB sludge was determined through experiment which was about 1:1. Finally, experiment results about nitrification characteristics showed that nitrosation rate, ammonia oxidation rate, nitrite oxidation rate and oxygen uptake rate were influenced by A/N in nitrifying sludge. A/N should be close to 1:0 for steady operation of partial nitrification; there was no obvious positive relationship between ammonia oxidation rate and proportion of AOB in nitrifying bacteria; A/N in conventional nitrification sludge for municipal sewage treatment should not less than 1:2; combined with online monitoring for oxygen uptake rate, when it became stable, the startup of partial nitrification could be considered as nearly achieved.
Keywords:nitrifying sludge  A/N  abundance ratio  nitrosation rate  ammonia oxidation rate  nitrite oxidation rate  oxygen uptake rate  
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