The challenges of mainstream deammonification process for municipal used water treatment
详细信息 查看全文
- 作者：Guangjing Xu (1)
Yan Zhou (1) (2)
Qin Yang (1) (2)
Zarraz May-Ping Lee (1)
Jun Gu (1) (2)
Winson Lay (3)
Yeshi Cao (3)
Yu Liu (1) (2)
1. Advanced Environmental Biotechnology Centre ; Nanyang Environment and Water Research Institute ; Nanyang Technological University ; 1 Cleantech Loop ; Singapore ; 637141 ; Singapore
2. School of Civil and Environmental Engineering ; Nanyang Technological University ; 50 Nanyang Avenue ; Singapore ; 639798 ; Singapore
3. Public Utilities Board ; Singapore ; Singapore - 关键词：Anaerobic ammonium oxidation ; Deammonification ; Ammonia ; oxidizing bacteria ; Nitrite ; oxidizing bacteria ; Soluble COD
- 刊名：Applied Microbiology and Biotechnology
- 出版年：2015
- 出版时间：March 2015
- 年：2015
- 卷：99
- 期：6
- 页码：2485-2490
- 全文大小：218 KB
- 参考文献：1. Bartrol铆, A, Carrera, J, P茅rez, J (2011) Bioaugmentation as a tool for improving the start-up and stability of a pilot-scale partial nitrification biofilm airlift reactor. Bioresour Technol 102: pp. 4370-4375 CrossRef
2. Blackburne, R, Yuan, Z, Keller, J (2008) Partial nitrification to nitrite using low dissolved oxygen concentration as the main selection factor. Biodegradation 19: pp. 303-312 CrossRef
3. Cao Y, Kwok BH, Yong WH, Chua SC, Wah YL, Ghani Y (2013) Mainstream partial nitritation鈥擜NAMMOX nitrogen removal in the largest full-scale activated sludge process in Singapore: process analysis. In: WEF/IWA Nutrient Removal and Recovery. Presented at the WEF/IWA Nutrient Removal and Recovery, Canada
4. Chamchoi, N, Nitisoravut, S, Schmidt, JE (2008) Inactivation of ANAMMOX communities under concurrent operation of anaerobic ammonium oxidation (ANAMMOX) and denitrification. Bioresour Technol 99: pp. 3331-3336 CrossRef
5. Chan, L, Leu, S-Y, Rosso, D, Stenstrom, MK (2011) The relationship between mixed-liquor particle size and solids retention time in the activated sludge process. Water Environ Res 83: pp. 2178-2186 CrossRef
6. Chen, H, Liu, S, Yang, F, Xue, Y, Wang, T (2009) The development of simultaneous partial nitrification, ANAMMOX and denitrification (SNAD) process in a single reactor for nitrogen removal. Bioresour Technol 100: pp. 1548-1554 CrossRef
7. Christensson, M, Ekstr枚m, S, Chan, AA, Vaillant, E, Lemaire, R (2013) Experience from start-ups of the first ANITA Mox plants. Water Sci Technol 67: pp. 2677-2684 CrossRef
8. Claros, J, Serralta, J, Seco, A, Ferrer, J, Aguado, D (2012) Real-time control strategy for nitrogen removal via nitrite in a SHARON reactor using pH and ORP sensors. Process Biochem 47: pp. 1510-1515 CrossRef
9. Daigger, GT (2014) Oxygen and carbon requirements for biological nitrogen removal processes accomplishing nitrification, nitritation, and Anammox. Water Environ Res 86: pp. 204-209 CrossRef
10. De Clippeleir H, Jimenez R, Giraldo E, Wett B, Dockett N, Riffat R, Murthy AAOS (2013) Screens as a method for selective anammox retention in single stage deammonification processes. In: WEF/IWA Nutrient Removal and Recovery. Presented at the WEF/IWA Nutrient Removal and Recovery, Canada
11. Du, R, Peng, Y, Cao, S, Wu, C, Weng, D, Wang, S, He, J (2014) Advanced nitrogen removal with simultaneous Anammox and denitrification in sequencing batch reactor. Bioresour Technol 162: pp. 316-322 CrossRef
12. Fernandes, H, Jungles, MK, Hoffmann, H, Antonio, RV, Costa, RHR (2013) Full-scale sequencing batch reactor (SBR) for domestic wastewater: performance and diversity of microbial communities. Bioresour Technol 132: pp. 262-268 CrossRef
13. Fern谩ndez, I, V谩zquez-Pad铆n, JR, Mosquera-Corral, A, Campos, JL, M茅ndez, R (2008) Biofilm and granular systems to improve Anammox biomass retention. Biochem Eng J 42: pp. 308-313 CrossRef
14. Ge, S, Peng, Y, Qiu, S, Zhu, A, Ren, N (2014) Complete nitrogen removal from municipal wastewater via partial nitrification by appropriately alternating anoxic/aerobic conditions in a continuous plug-flow step feed process. Water Res 55: pp. 95-105 CrossRef
15. Guo, JH, Peng, YZ, Wang, SY, Zheng, YN, Huang, HJ, Ge, SJ (2009) Effective and robust partial nitrification to nitrite by real-time aeration duration control in an SBR treating domestic wastewater. Process Biochem 44: pp. 979-985 CrossRef
16. Hellinga, C, Schellen, A, Mulder, J, Loosdrecht, M, Heijnen, J (1998) The SHARON process: an innovative method for nitrogen removal from ammonium-rich waste water. Water Sci Technol 37: pp. 135-142 CrossRef
17. Hendrickx, TLG, Wang, Y, Kampman, C, Zeeman, G, Temmink, H, Buisman, CJN (2012) Autotrophic nitrogen removal from low strength waste water at low temperature. Water Res 46: pp. 2187-2193 CrossRef
18. Henze M, van Loosdrecht M, Ekama G, Brdjanovic D (2008) Biological wastewater treatment: principles, modelling and design. IWA Pub, London
19. James Bisogni Jr, J, Lawrence, AW (1971) Relationships between biological solids retention time and settling characteristics of activated sludge. Water Res 5: pp. 753-763 CrossRef
20. Jenni, S, Vlaeminck, SE, Morgenroth, E, Udert, KM (2014) Successful application of nitritation/anammox to wastewater with elevated organic carbon to ammonia ratios. Water Res 49: pp. 316-326 CrossRef
21. Joss, A, Salzgeber, D, Eugster, J, K枚nig, R, Rottermann, K, Burger, S, Fabijan, P, Leumann, S, Mohn, J, Siegrist, H (2009) Full-scale nitrogen removal from digester liquid with partial nitritation and anammox in one SBR. Environ Sci Technol 43: pp. 5301-5306 CrossRef
22. Kartal, B, Kuenen, J, Loosdrecht, M (2010) Sewage treatment with anammox. Science 328: pp. 702-703 CrossRef
23. Kumar, M, Lin, J-G (2010) Co-existence of anammox and denitrification for simultaneous nitrogen and carbon removal鈥攕trategies and issues. J Hazard Mater 178: pp. 1-9 CrossRef
24. Laanbroek, H, Gerards, S (1993) Competition for limiting amounts of oxygen between Nitrosomonas europaea and Nitrobacter winogradskyi grown in mixed continuous cultures. Arch Microbiol 159: pp. 453-459 CrossRef
25. Lackner, S, Gilbert, EM, Vlaeminck, SE, Joss, A, Horn, H, Loosdrecht, MCM (2014) Full-scale partial nitritation/anammox experiences鈥攁n application survey. Water Res 55: pp. 292-303 CrossRef
26. Levine, AD, Tchobanoglous, G, Asano, T (1991) Size distributions of particulate contaminants in wastewater and their impact on treatability. Water Res 25: pp. 911-922 CrossRef
27. Liu, S, Yang, F, Xue, Y, Gong, Z, Chen, H, Wang, T, Su, Z (2008) Evaluation of oxygen adaptation and identification of functional bacteria composition for anammox consortium in non-woven biological rotating contactor. Bioresour Technol 99: pp. 8273-8279 CrossRef
28. Liu, Z-h, Yin, H, Dang, Z, Liu, Y (2013) Dissolved methane: a hurdle for anaerobic treatment of municipal wastewater. Environ Sci Technol 48: pp. 889-890 CrossRef
29. Lotti, T, Kleerebezem, R, Loosdrecht, MCM (2014) Effect of temperature change on anammox activity. Biotechnol Bioeng.
30. Meng, F, Su, G, Hu, Y, Lu, H, Huang, L-N, Chen, G-H (2014) Improving nitrogen removal in an ANAMMOX reactor using a permeable reactive biobarrier. Water Res 58: pp. 82-91 CrossRef
31. Negulescu M (2011) Municipal Waste Water Treatment. Elsevier Science, pp 28
32. Nielsen, M, Bollmann, A, Sliekers, O, Jetten, M, Schmid, M, Strous, M, Schmidt, I, Larsen, LH, Nielsen, LP, Revsbech, NP (2005) Kinetics, diffusional limitation and microscale distribution of chemistry and organisms in a CANON reactor. FEMS Microbiol Ecol 51: pp. 247-256 CrossRef
33. Park, S, Bae, W (2009) Modeling kinetics of ammonium oxidation and nitrite oxidation under simultaneous inhibition by free ammonia and free nitrous acid. Process Biochem 44: pp. 631-640 CrossRef
34. Regmi, P, Miller, MW, Holgate, B, Bunce, R, Park, H, Chandran, K, Wett, B, Murthy, S, Bott, CB (2014) Control of aeration, aerobic SRT and COD input for mainstream nitritation/denitritation. Water Res 57: pp. 162-171 CrossRef
35. Ruiz, G, Jeison, D, Chamy, R (2003) Nitrification with high nitrite accumulation for the treatment of wastewater with high ammonia concentration. Water Res 37: pp. 1371-1377 CrossRef
36. Strous, M, Heijnen, J, Kuenen, J, Jetten, M (1998) The sequencing batch reactor as a powerful tool for the study of slowly growing anaerobic ammonium-oxidizing microorganisms. Appl Microbiol Biotechnol 50: pp. 589-596 CrossRef
37. Tang, C-J, Zheng, P, Chai, L-Y, Min, X-B (2013) Thermodynamic and kinetic investigation of anaerobic bioprocesses on ANAMMOX under high organic conditions. Chem Eng J 230: pp. 149-157 CrossRef
38. Tang, C-J, Zheng, P, Wang, C-H, Mahmood, Q, Zhang, J-Q, Chen, X-G, Zhang, L, Chen, J-W (2011) Performance of high-loaded ANAMMOX UASB reactors containing granular sludge. Water Res 45: pp. 135-144 CrossRef
39. Tokutomi, T, Shibayama, C, Soda, S, Ike, M (2010) A novel control method for nitritation: the domination of ammonia-oxidizing bacteria by high concentrations of inorganic carbon in an airlift-fluidized bed reactor. Water Res 44: pp. 4195-4203 CrossRef
40. van Haandel AC, van der Lubbe JGM (2012) Handbook of biological wastewater treatment: design and optimisation of activated sludge systems. IWA Pub
41. Vlaeminck, SE, Terada, A, Smets, BF, Clippeleir, H, Schaubroeck, T, Bolca, S, Demeestere, L, Mast, J, Boon, N, Carballa, M, Verstraete, W (2010) Aggregate size and architecture determine microbial activity balance for one-stage partial nitritation and Anammox. Appl Environ Microbiol 76: pp. 900-909 CrossRef
42. Wang, C-C, Lee, P-H, Kumar, M, Huang, Y-T, Sung, S, Lin, J-G (2010) Simultaneous partial nitrification, anaerobic ammonium oxidation and denitrification (SNAD) in a full-scale landfill-leachate treatment plant. J Hazard Mater 175: pp. 622-628 CrossRef
43. Wett B, Buchauer K, Fimml C (2007) Energy self-sufficiency as a feasible concept for wastewater treatment systems. In: IWA Leading Edge Technology Conference, Singapore: Asian Water, pp 21-24
44. Wett, B, Omari, A, Podmirseg, SM, Han, M, Akintayo, O, Gomez Brandon, M, Murthy, S, Bott, C, Hell, M, Takacs, I, Nyhuis, G, O'Shaughnessy, M (2013) Going for mainstream deammonification from bench to full scale for maximized resource efficiency. Water Sci Technol 68: pp. 283-289 CrossRef
45. Xu, G, Xu, X, Yang, F, Liu, S, Gao, Y (2012) Partial nitrification adjusted by hydroxylamine in aerobic granules under high DO and ambient temperature and subsequent Anammox for low C/N wastewater treatment. Chem Eng J 213: pp. 338-345 CrossRef
46. Xu G, Zhang Y, Gregory J (2006) Different pollutants removal efficiencies and pollutants distribution with particle size of wastewater treated by CEPT process. Water Pr Technol 1(03)
47. Zeng, W, Zhang, Y, Li, L, Peng, YZ, Wang, SY (2009) Control and optimization of nitrifying communities for nitritation from domestic wastewater at room temperatures. Enzyme Microb Technol 45: pp. 226-232 CrossRef - 刊物类别：Chemistry and Materials Science
- 刊物主题：Chemistry
Biotechnology
Microbiology
Microbial Genetics and Genomics - 出版者：Springer Berlin / Heidelberg
- ISSN：1432-0614
文摘
The deammonification process combining partial nitritation and anaerobic ammonium oxidation has been considered as a viable option for energy-efficient used water treatment. So far, many full-scale sidestream deammonification plants handling high-ammonia used water have been in successful operation since Anammox bacteria were first discovered in the 1990s. However, large-scale application of this process for treating municipal used water with low ammonia concentration has rarely been reported. Compared to the sidestream deammonification process, the mainstream deammonification process for municipal used water treatment faces three main challenges, i.e., (i) high COD/N ratio leading to denitrifiers outcompeting Anammox bacteria, (ii) numerous difficulties in selective retention of ammonia-oxidizing bacteria (AOB) over nitrite-oxidizing bacteria (NOB), and (iii) sufficient accumulation of Anammox bacteria. Therefore, this paper attempts to provide a detailed analysis of these challenges and possible solutions towards sustainable mainstream deammonification process.