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气水比对曝气生物滤池N2 O产生的影响
引用本文:刘秀红,周瑶,孟雪征,谷鹏超,杨庆,黄斯婷. 气水比对曝气生物滤池N2 O产生的影响[J]. 北京工业大学学报, 2016, 42(5): 795-800. DOI: 10.11936/bjutxb2015030025
作者姓名:刘秀红  周瑶  孟雪征  谷鹏超  杨庆  黄斯婷
作者单位:北京工业大学北京市水质科学与水环境恢复工程重点实验室,北京 100124;中国人民大学环境学院,北京 100872;北京工业大学北京市水质科学与水环境恢复工程重点实验室,北京,100124
基金项目:北京市科技新星计划资助项目(XX2013006)
摘    要:针对目前有关曝气生物滤池中N2 O产生与控制问题研究较少的现状,以城市污水为研究对象,利用曝气生物滤池,重点研究了气水比为9.8:1、5.0:1和2.5:1的条件下,曝气生物滤池中N2 O的产生与转化情况.试验结果表明:BAF工艺中NH4+-N和TN的去除率均随气水比的减小而减小;气水比为9.8:1、5.0:1和2.5:1的条件下, N2 O的释放量在空气中的百分比分别为418.0306×10-6、247.9406×10-6和123.0638×10-6,因此,BAF中N2 O的产生不容忽视.在不同的气水比条件下,溶解态N2 O-N的沿程变化规律均为先增加后减小,且溶解态N2 O-N质量浓度与NO2--N质量浓度沿程变化规律一致,据此推测,N2 O可能产生于硝化反应过程.综合考虑硝化效果、TN去除效果以及N2 O减排控制,确定本试验条件下的BAF中适宜控制的气水比为5.0:1.

关 键 词:城市污水  曝气生物滤池  硝化反应  气水比  N2 O

Influence of Air-Water Ratio on the N2 O Production in Biological Aerated Filter
LIU Xiuhong,ZHOU Yao,MENG Xuezheng,GU Pengchao,YANG Qing,HUANG Siting. Influence of Air-Water Ratio on the N2 O Production in Biological Aerated Filter[J]. Journal of Beijing Polytechnic University, 2016, 42(5): 795-800. DOI: 10.11936/bjutxb2015030025
Authors:LIU Xiuhong  ZHOU Yao  MENG Xuezheng  GU Pengchao  YANG Qing  HUANG Siting
Abstract:Biological aerated filter ( BAF) has been widely used in treatment of wastewater and reclaimed water. To date, little research has been done to control N2 O production in BAF. N2 O production from municipal wastewater at different air-water ratio of 9. 8:1 ,5. 0:1 ,2. 5:1 respectively was investigated in biological aerated filter ( BAF ) . The obtained results show that NH4+-N and TN removal efficiency decreases with the decrease of air-water ratio. Under the condition of air-water ratio of 9. 8:1,5. 0:1, 2. 5:1, the percent of N2 O emission from BAF was 418. 030 6, 247. 940 6, 123. 063 8 í 10 -6 , respectively, indicating that N2 O production in BAF can not be ignored. N2 O-N dissolved in the mixture at different air-water ratio increased first and then decreased along the filter layer, which was consistent with the variation of NO2--N concentration. Therefore, N2 O might be produced during nitrification. Considering nitrification efficiency, TN removal efficiency and N2 O emission control, the optimal air-water ratio is 5. 0:1 .
Keywords:municipal wastewater  biological aerated filter  nitrification  air-water ratio  N2 O
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