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三级厌氧氨氧化处理生活污水与硝酸盐废水
引用本文:韩可心,张琼,冯岩,李夕耀,彭永臻. 三级厌氧氨氧化处理生活污水与硝酸盐废水[J]. 中国环境科学, 2022, 42(2): 637-643
作者姓名:韩可心  张琼  冯岩  李夕耀  彭永臻
作者单位:北京工业大学, 城镇污水深度处理与资源化利用国家工程实验室, 北京市污水脱氮除磷处理与过程控制工程技术研究中心, 北京 100124
基金项目:北京市教育委员会科技重大项目(PXM2019_014204_000092)
摘    要:为进一步充分利用原水中碳源,实现生活污水与富含硝酸盐的工业废水同步脱氮,采用2个SBR和1个UASB串联,处理低C/N生活污水和硝酸盐废水,分别启动内源反硝化反应器(ED-SBR)、半短程硝化反应器(PN-SBR)和厌氧氨氧化反应器(AMX-UASB),考察各反应器处理性能,并探讨生活污水与硝酸盐废水同步脱氮的可行性....

关 键 词:生活污水  硝酸盐废水  内源反硝化  半短程硝化  厌氧氨氧化
收稿时间:2021-07-02

Simultaneous removal of domestic wastewater and nitrate wastewater by three-stage anammox system
HAN Ke-xin,ZHANG Qiong,FENG Yan,LI Xi-yao,PENG Yong-zhen. Simultaneous removal of domestic wastewater and nitrate wastewater by three-stage anammox system[J]. China Environmental Science, 2022, 42(2): 637-643
Authors:HAN Ke-xin  ZHANG Qiong  FENG Yan  LI Xi-yao  PENG Yong-zhen
Affiliation:National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing 100124, China
Abstract:To further utilize carbon source, endogenous denitrification reactor (ED-SBR)、partial nitrification reactor (PN-SBR) and anammox reactor (AMX-UASB) were used to treat low C/N domestic wastewater and industrial wastewater rich in nitrate. The feasibility of simultaneous denitrification of domestic wastewater and nitrate wastewater was discussed. 77.5% of the organic matter in the influent could be converted into internal carbon source in the ED-SBR anaerobic stage, and endogenous denitrification was carried out in the anoxic stage. The average NO3--N concentration in the effluent was 3.4mg/L, reaching an average removal rate of 90.4%; PN-SBR can achieve stable half shortcut nitrification under low do (0.1~0.3mg/L), Nitrite Accumulation Ratio (NAR) is 96.3%, and the ratio of NO2--N/NH4+-N in effluent is about 1.01, which can provide stable substrate for anammox; AMX-UASB reduces NH4+-N and NO2--N in influent is converted to N2 and NO3--N. The average effluent of NO3--N was 7.12mg/L. The average TIN concentration of inlet and outlet water was 77.5 and 8.2mg/L respectively, and the average TIN removal rate was 89.2%. In order to couple domestic sewage with high NO3--N content, providing an effective way to remove nitrogen from wastewater simultaneously.
Keywords:domestic sewage  nitrate wastewater  endogenous denitrification  partial nitrification  anammox  
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