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Frontiers of Environmental Science & Engineering

ISSN 2095-2201

ISSN 2095-221X(Online)

CN 10-1013/X

Postal Subscription Code 80-973

2018 Impact Factor: 3.883

Front Envir Sci Eng Chin    2011, Vol. 5 Issue (2) : 291-297    https://doi.org/10.1007/s11783-010-0270-6
RESEARCH ARTICLE
Influence of influent on anaerobic ammonium oxidation in an Expanded Granular Sludge Bed-Biological Aerated Filter integrated system
Daijun ZHANG1,2, Cui BAI1(), Ting TANG1, Qing YANG1
1. Department of Environmental Science, Chongqing University, Chongqing 400030, China; 2. Key Laboratory of Southwest China Resources Exploitation & Environmental Disaster Control Engineering, State Ministry of Education, Chongqing University, Chongqing 400030, China
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Abstract

Shortcut nitrification-denitrification, anaerobic ammonium oxidation (ANAMMOX), and methanogenesis have been successfully coupled in an Expanded Granular Sludge Bed-Biological Aerated Filter (EGSB-BAF) integrated system. As fed different synthetic wastewater with chemical oxygen demand (COD) of 300–1200 mg·L-1 and NH4+-N of 30–120 mg·L-1 at the outer recycle ratio of 200%, the influence of influent on ANAMMOX in the integrated system was investigated in this paper. The experimental results showed that higher COD concentration caused an increase in denitrification and methanogenesis but a decrease in ANAMMOX; however, when an influent with the low concentration of COD was used, the opposite changes could be observed. Higher influent NH4+-N concentration favored ANAMMOX when the COD concentration of influent was fixed. Therefore, low COD/NH4+-N ratio would decrease competition for nitrite between ANAMMOX and denitrification, which was favorable for reducing the negative effect of organic COD on ANAMMOX. The good performance of the integrated system indicated that the bacterial community of denitrification, ANAMMOX, and methanogenesis could be dynamically maintained in the sludge of EGSB reactor for a certain range of influent.

Keywords Expanded Granular Sludge Bed-Biological Aerated Filter (EGSB-BAF) integrated system      the influence of influent      anaerobic ammonium oxidation (ANAMMOX)      shortcut nitrification-denitrification      methano-genesis     
Corresponding Author(s): BAI Cui,Email:dzhang@cqu.edu.cn   
Issue Date: 05 June 2011
 Cite this article:   
Daijun ZHANG,Cui BAI,Ting TANG, et al. Influence of influent on anaerobic ammonium oxidation in an Expanded Granular Sludge Bed-Biological Aerated Filter integrated system[J]. Front Envir Sci Eng Chin, 2011, 5(2): 291-297.
 URL:  
https://academic.hep.com.cn/fese/EN/10.1007/s11783-010-0270-6
https://academic.hep.com.cn/fese/EN/Y2011/V5/I2/291
Fig.1  1. influent; 2. circulating water pump; 3. water bath kettle; 4. sample point; 5.three-phase separator; 6. vent port; 7. inner recycle pump; 8. BAF influent pump; 9. reaction column; 10. outer recycle pump; 11. aerator; 12. BAF outlet
Flow chart of integrated EGSB-BAF system
runCH3COONa+ CH3COOH substance concentration/(mol·m-3)COD concentration/(mg·L-1)NH4+-N concentration/(mg·L-1)COD/ NH4+-N
14.73003010
27.85004012.5
314.19004022.5
414.19001207.5
518.8120012010
Tab.1  COD and concentrations in synthetic wastewater
RunTN removal rate by each mechanism/%NH4+-N removal rate/%COD removal rate/%
ANAMMOX*shortcut denitrificationcomplete denitrification**
EGSBEGSBBAFEGSBEGSBBAFEGSBBAF
135.66.148.79.613.286.850.949.1
235.86.341.116.812.987.150.749.3
321.514.051.712.87.992.155.844.2
427.09.458.05.610.289.851.948.1
516.511.166.06.46.493.661.039.0
Tab.2  COD, , and TN removal rates from different mechanisms and reactors of the EGSB-BAF integrated system
Fig.2  Operation performance of the integrated system: (a) EGSB effluent; (b) BAF effluent
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