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Enhanced biological nitrogen removal and N2O emission characteristics of the intermittent aeration activated sludge process

  • Yuepeng Sun
  • Yuntao Guan
  • Min Pan
  • Xinmin Zhan
  • Zhenhu Hu
  • Guangxue WuEmail author
review paper

Abstract

Enhanced biological nitrogen removal processes are necessarily required to cope with more stringent wastewater discharging regulations, especially for wastewater with low level of organic carbon to nitrogen ratios. The intermittent aeration activated sludge process has been received comprehensive attention over the past decades, due to its excellent performance in nitrogen removal and remarkable reduction of energy consumption. Recent advances for this technology was reviewed from aspects of characteristics of system, factors affecting nitrogen removal, nitrous oxide (N2O) emission and its control, and application of the technology and its operation control. Finally, future development was proposed. In the intermittent aeration activated sludge process, aeration duration should be controlled for adequate nitrification and non-aeration duration should be adequate for complete denitrification, and these would benefit both nitrogen removal and N2O mitigation. The step feed strategy could be applied to enhance the better utilization of influent organic carbon for nitrogen removal. Dissolved oxygen (DO) and aerobic duration both affected nitrogen removal in particular that via nitrite in the intermittent aeration process. Nitrite should be removed efficiently to avoid a high N2O emission under both anoxic and aerobic conditions. Intermittent aeration activated sludge process has been applied in the treatment of various wastewaters, such as municipal wastewater, swine wastewater, anaerobic effluents and landfill leachate. For practical application, DO, pH and oxidation–reduction potential could be used as indices for controlling nitrogen removal and N2O mitigation. Microbial ecology in the intermittent aeration activated sludge process should be specifically focused in future studies.

Keywords

Biological nitrogen removal Intermittent aeration System control Nitrous oxide emission Nitrite accumulation 

Notes

Acknowledgements

This research was supported by the Shenzhen Science and Technology Development Funding for International Cooperation (Grant No. GJHZ20160226191632089) and Shenzhen Science and Technology Plan-Fundamental Research (Grant No. JCYJ20150331151358156).

References

  1. Adohinzin JBN, Xu L (2014) Nutrients removal control via an intermittently aerated membrane bioreactor. Int J Chem Mol Nucl Mater Metal Eng 8:467–470Google Scholar
  2. Ahn JH, Kim S, Park H, Rahm B, Pagilla K, Chandran K (2010) N2O emissions from activated sludge processes, 2008–2009: results of a national monitoring survey in the United States. Environ Sci Technol 44(12):4505–4511CrossRefGoogle Scholar
  3. Asadi A, Zinatizadeh AA, Sumathi S (2012) Simultaneous removal of carbon and nutrients from an industrial estate wastewater in a single up-flow aerobic/anoxic sludge bed (UAASB) bioreactor. Water Res 46(15):4587–4598CrossRefGoogle Scholar
  4. Balku S (2007) Comparison between alternating aerobic–anoxic and conventional activated sludge systems. Water Res 41(10):2220–2228CrossRefGoogle Scholar
  5. Barana AC, Lopes DD, Martins TH, Pozzi E, Damianovic MHRZ, Del Nery V, Foresti E (2013) Nitrogen and organic matter removal in an intermittently aerated fixed-bed reactor for post-treatment of anaerobic effluent from a slaughterhouse wastewater treatment plant. J Environ Chem Eng 1(3):453–459CrossRefGoogle Scholar
  6. Battistoni P, De Angelis A, Boccadoro R, Bolzonella D (2003) An automatically controlled alternate oxic–anoxic process for small municipal wastewater treatment plants. Ind Eng Chem Res 42(3):509–515CrossRefGoogle Scholar
  7. Battistoni P, Fatone F, Cola E, Pavan P (2008) Alternate cycles process for municipal WWTPs upgrading: ready for widespread application? Ind Eng Chem Res 47(13):4387–4393CrossRefGoogle Scholar
  8. Beline F, Martinez J (2002) Nitrogen transformations during biological aerobic treatment of pig slurry: effect of intermittent aeration on nitrous oxide emissions. Bioresour Technol 83(3):225–228CrossRefGoogle Scholar
  9. Blackburne R, Yuan Z, Keller J (2008a) Partial nitrification to nitrite using low dissolved oxygen concentration as the main selection factor. Biodegradation 19(2):303–312CrossRefGoogle Scholar
  10. Blackburne R, Yuan Z, Keller J (2008b) Demonstration of nitrogen removal via nitrite in a sequencing batch reactor treating domestic wastewater. Water Res 42(8):2166–2176CrossRefGoogle Scholar
  11. Bott CB, Parker DS, Jimenez J, Miller MW, Neethling JB (2012) WEF/WERF study of BNR plants achieving very low N and P limits: evaluation of technology performance and process reliability. Water Sci Technol 65(5):808–815CrossRefGoogle Scholar
  12. Bournazou MC, Hooshiar K, Arellano-Garcia H, Wozny G, Lyberatos G (2013) Model based optimization of the intermittent aeration profile for SBRs under partial nitrification. Water Res 47(10):3399–3410CrossRefGoogle Scholar
  13. Capodici M, Di Bella G, Di Trapani D, Torregrossa M (2015) Pilot scale experiment with MBR operated in intermittent aeration condition: analysis of biological performance. Bioresour Technol 177:398–405CrossRefGoogle Scholar
  14. Chachuat B, Roche N, Latifi MA (2001) Dynamic optimisation of small size wastewater treatment plants including nitrification and denitrification processes. Comput Chem Eng 25(4):585–593CrossRefGoogle Scholar
  15. Chachuat B, Roche N, Latifi MA (2005) Optimal aeration control of industrial alternating activated sludge plants. Biochem Eng J 23(3):277–289CrossRefGoogle Scholar
  16. Chandran K, Stein LY, Klotz MG, van Loosdrecht MC (2011) Nitrous oxide production by lithotrophic ammonia-oxidizing bacteria and implications for engineered nitrogen-removal systems. Biochem Soc Trans 39(6):1832–1837CrossRefGoogle Scholar
  17. Chen KC, Chen CY, Peng JW, Houng JY (2002) Real-time control of an immobilized-cell reactor for wastewater treatment using ORP. Water Res 36(1):230–238CrossRefGoogle Scholar
  18. Chen J, Dick R, Lin JG, Gu JD (2016) Current advances in molecular methods for detection of nitrite-dependent anaerobic methane oxidizing bacteria in natural environments. Appl Microbiol Biotechnol 100(23):9845–9860CrossRefGoogle Scholar
  19. Cho ES, Zhu J, Yang PY (2007) Intermittently aerated EMMC-Biobarrel (entrapped mixed microbial cell with bio-barrel) process for concurrent organic and nitrogen removal. J Environ Manag 84(3):257–265CrossRefGoogle Scholar
  20. Cho MH, Lee J, Kim JH, Lim HC (2010) Optimal strategies of fill and aeration in a sequencing batch reactor for biological nitrogen and carbon removal. Korean J Chem Eng 27(3):925–929CrossRefGoogle Scholar
  21. Choi C, Lee J, Lee K, Kim M (2008) The effects on operation conditions of sludge retention time and carbon/nitrogen ratio in an intermittently aerated membrane bioreactor (IAMBR). Bioresour Technol 99(13):5397–5401CrossRefGoogle Scholar
  22. Choi C, Kim M, Yang E, Kim IS (2016) Effects of aeration on/off times and hydraulic retention times in an intermittently aerated membrane bioreactor. Desalin Water Treat 57(16):7574–7581CrossRefGoogle Scholar
  23. Claros J, Jiménez E, Aguado D, Ferrer J, Seco A, Serralta J (2013) Effect of pH and HNO2 concentration on the activity of ammonia-oxidizing bacteria in a partial nitritation reactor. Water Sci Technol 67(11):2587–2594CrossRefGoogle Scholar
  24. Deng L, Cai C, Chen Z (2007) The treatment of pig slurry by a full-scale anaerobic-adding raw wastewater-intermittent aeration process. Biosyst Eng 98(3):327–334CrossRefGoogle Scholar
  25. Dotro G, Jefferson B, Jones M, Vale P, Cartmell E, Stephenson T (2011) A review of the impact and potential of intermittent aeration on continuous flow nitrifying activated sludge. Environ Technol 32(15):1685–1697CrossRefGoogle Scholar
  26. Ettwig KF, Butler MK, Paslier DL, Pelletier E, Mangenot S, Kuypers MMM et al (2010) Nitrite-driven anaerobic methane oxidation by oxygenic bacteria. Nature 464(7288):543–548CrossRefGoogle Scholar
  27. Fillos J, Diyamandoglu V, Carrio LA, Robinson L (1996) Full-scale evaluation of biological nitrogen removal in the step-feed activated sludge process. Water Environ Res 68(2):132–142CrossRefGoogle Scholar
  28. Foley J, De HD, Yuan Z, Lant P (2010) Nitrous oxide generation in full-scale biological nutrient removal wastewater treatment plants. Water Res 44(3):831–844CrossRefGoogle Scholar
  29. Frette L, Bo G, Westermann P (1997) Aerobic denitrifiers isolated from an alternating activated sludge system. FEMS Microbiol Ecol 24(4):363–370CrossRefGoogle Scholar
  30. Gabarró J, Hernández-del Amo E, Gich F, Ruscalleda M, Balaguer MD, Colprim J (2013) Nitrous oxide reduction genetic potential from the microbial community of an intermittently aerated partial nitritation SBR treating mature landfill leachate. Water Res 47(19):7066–7077CrossRefGoogle Scholar
  31. Gabarró J, González-Cárcamo P, Ruscalleda M, Ganigué R, Gich F, Balaguer MD, Colprim J (2014) Anoxic phases are the main N2O contributor in partial nitritation reactors treating high nitrogen loads with alternate aeration. Bioresour Technol 163:92–99CrossRefGoogle Scholar
  32. Ge S, Zhu Y, Lu C, Wang S, Peng Y (2012) Full-scale demonstration of step feed concept for improving an anaerobic/anoxic/aerobic nutrient removal process. Bioresour Technol 120:305–313CrossRefGoogle Scholar
  33. 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 55:95–105CrossRefGoogle Scholar
  34. Gilbert EM, Agrawal S, Brunner F, Schwartz T, Horn H, Lackner S (2014) Response of different nitrospira species to anoxic periods depends on operational DO. Environ Sci Technol 48(5):2934–2941CrossRefGoogle Scholar
  35. Guadie A, Xia S, Zhang Z, Zeleke J, Guo W, Ngo HH, Hermanowicz SW (2014) Effect of intermittent aeration cycle on nutrient removal and microbial community in a fluidized bed reactor-membrane bioreactor combo system. Bioresour Technol 156:195–205CrossRefGoogle Scholar
  36. Guo J, Peng Y, Yang Q, Wang S, Chen Y, Zhao C (2008a) Theoretical analysis and enhanced nitrogen removal performance of step-feed SBR. Water Sci Technol 58(4):795–802CrossRefGoogle Scholar
  37. Guo X, Kim JH, Behera SK, Park HS (2008b) Influence of dissolved oxygen concentration and aeration time on nitrite accumulation in partial nitrification process. Int J Environ Sci Technol 5(4):527–534CrossRefGoogle Scholar
  38. Guo J, Peng Y, Huang H, Wang S, Ge S, Zhang J, Wang Z (2010) Short-and long-term effects of temperature on partial nitrification in a sequencing batch reactor treating domestic wastewater. J Hazard Mater 179(1):471–479CrossRefGoogle Scholar
  39. Habermeyer P, Sánchez A (2005) Optimization of the intermittent aeration in a full-scale wastewater treatment plant biological reactor for nitrogen removal. Water Environ Rese 77(3):229–233CrossRefGoogle Scholar
  40. Hanhan O, Insel G, Yagci NO, Artan N, Orhon D (2011) Mechanism and design of intermittent aeration activated sludge process for nitrogen removal. J Environ Sci Health Part A 46(1):9–16CrossRefGoogle Scholar
  41. Hao OJ, Huang J (1996) Alternating aerobic–anoxic process for nitrogen removal: process evaluation. Water Environ Res 68(1):83–93CrossRefGoogle Scholar
  42. Hidaka T, Yamada H, Kawamura M, Tsuno H (2002) Effect of dissolved oxygen conditions on nitrogen removal in continuously fed intermittent-aeration process with two tanks. Water Sci Technol 45(12):181–188Google Scholar
  43. Hocaoglu SM, Atasoy E, Baban A, Insel G, Orhon D (2013) Nitrogen removal performance of intermittently aerated membrane bioreactor treating black water. Environ Technol 34(19):2717–2725CrossRefGoogle Scholar
  44. Hu Z, Zhang J, Li S, Xie H, Wang J, Zhang T, Zhang H (2010) Effect of aeration rate on the emission of N2O in anoxic–aerobic sequencing batch reactors (A/O SBRs). J Biosci Bioeng 109(5):487–491CrossRefGoogle Scholar
  45. Hu Z, Zhang J, Li S, Wang J, Zhang T (2011a) Effect of anoxic/aerobic phase fraction on N2O emission in a sequencing batch reactor under low temperature. Bioresour Technol 102(9):5486–5491CrossRefGoogle Scholar
  46. Hu Z, Zhang J, Xie H, Li S, Zhang T, Wang J (2011b) Identifying sources of nitrous oxide emission in anoxic/aerobic sequencing batch reactors (A/O SBRs) acclimated in different aeration rates. Enzyme Microb Technol 49(2):237–245CrossRefGoogle Scholar
  47. Hu Z, Zhang J, Xie H, Liang S, Li S (2013) Minimization of nitrous oxide emission from anoxic-oxic biological nitrogen removal process: effect of influent COD/NH4 + ratio and feeding strategy. J Biosci Bioeng 115(3):272–278Google Scholar
  48. IPCC (2001) Climate change 2001: the scientific basis. Cambridge University Press, CambridgeGoogle Scholar
  49. Itokawa H, Hanaki K, Matsuo T (1996) Nitrous oxide emission during nitrification and denitrification in a full-scale night soil treatment plant. Water Sci Technol 34(1):277–284Google Scholar
  50. Johnson B, Goodwin S, Daigger G, Crawford G (2005) A comparison between the theory and reality of full-scale step-feed nutrient removal systems. Water Sci Technol 52(10–11):587–596Google Scholar
  51. Kampschreur MJ, Temmink H, Kleerebezem R, Jetten MS, van Loosdrecht MC (2009) Nitrous oxide emission during wastewater treatment. Water Res 43(17):4093–4103CrossRefGoogle Scholar
  52. Kartal B, Kuenen JG, Loosdrecht MCMV (2010) Sewage treatment with Anammox. Science 328(5979):702–703CrossRefGoogle Scholar
  53. Katsogiannis AN, Kornaros M, Lyberatos G (2003) Enhanced nitrogen removal in SBRs bypassing nitrate generation accomplished by multiple aerobic/anoxic phase pairs. Water Sci Technol 47(11):53–59Google Scholar
  54. Kim JH, Chen M, Kishida N, Sudo R (2004) Integrated real-time control strategy for nitrogen removal in swine wastewater treatment using sequencing batch reactors. Water Res 38(14):3340–3348CrossRefGoogle Scholar
  55. Kim HS, Seo IS, Kim YK, Kim JY, Ahn HW, Kim IS (2007) Full-scale study on dynamic state membrane bio-reactor with modified intermittent aeration. Desalination 202(1):99–105CrossRefGoogle Scholar
  56. Kimochi Y, Inamori Y, Mizuochi M, Xu KQ, Matsumura M (1998) Nitrogen removal and N2O emission in a full-scale domestic wastewater treatment plant with intermittent aeration. J Biosci Bioeng 86(2):202–206Google Scholar
  57. Kong Q, Zhang J, Miao M, Tian L, Guo N, Liang S (2013) Partial nitrification and nitrous oxide emission in an intermittently aerated sequencing batch biofilm reactor. Chem Eng J 217:435–441CrossRefGoogle Scholar
  58. Kornaros M, Dokianakis SN, Lyberatos G (2010) Partial nitrification/denitrification can be attributed to the slow response of nitrite oxidizing bacteria to periodic anoxic disturbances. Environ Sci Technol 44(19):7245–7253CrossRefGoogle Scholar
  59. Kuba T, Loosdrecht MCMV, Brandse FA, Heijnen JJ (1997) Occurrence of denitrifying phosphorus removing bacteria in modified UCT-type wastewater treatment plants. Water Res 31(4):777–786CrossRefGoogle Scholar
  60. Lemaire R, Marcelino M, Yuan Z (2008) Achieving the nitrite pathway using aeration phase length control and step-feed in an SBR removing nutrients from abattoir wastewater. Biotechnol Bioeng 100(6):1228–1236CrossRefGoogle Scholar
  61. Li J, Healy MG, Zhan X, Norton D, Rodgers M (2008) Effect of aeration rate on nutrient removal from slaughterhouse wastewater in intermittently aerated sequencing batch reactors. Water Air Soil Pollut 192(1–4):251–261CrossRefGoogle Scholar
  62. Li J, Elliott D, Nielsen M, Healy MG, Zhan X (2011) Long-term partial nitrification in an intermittently aerated sequencing batch reactor (SBR) treating ammonium-rich wastewater under controlled oxygen-limited conditions. Biochem Eng J 55(3):215–222CrossRefGoogle Scholar
  63. Li H, Zhou S, Huang G, Xu B (2013) Partial nitritation of landfill leachate with varying influent composition under intermittent aeration conditions. Process Saf Environ Prot 91(4):285–294CrossRefGoogle Scholar
  64. Li K, Fang F, Wang H, Wang C, Chen Y, Guo J, Jiang F (2017) Pathways of N removal and N2O emission from a one-stage autotrophic N removal process under anaerobic conditions. Sci Rep 7:42072CrossRefGoogle Scholar
  65. Lim JW, Lim PE, Seng CE, Adnan R (2014) Alternative solid carbon source from dried attached-growth biomass for nitrogen removal enhancement in intermittently aerated moving bed sequencing batch reactor. Environ Sci Pollut Res 21(1):485–494CrossRefGoogle Scholar
  66. Lin KC, Tsang KWR (1989) Nitrogen removal in an intermittently aerated completely mixed reactor. Environ Technol 10(1):1–8CrossRefGoogle Scholar
  67. Lochmatter S, Maillard J, Holliger C (2014) Nitrogen removal over nitrite by aeration control in aerobic granular sludge sequencing batch reactors. Int J Environ Res Public Health 11(7):6955–6978CrossRefGoogle Scholar
  68. Luostarinen S, Luste S, Valentin L, Rintala J (2006) Nitrogen removal from on-site treated anaerobic effluents using intermittently aerated moving bed biofilm reactors at low temperatures. Water Res 40(8):1607–1615CrossRefGoogle Scholar
  69. Ma B, Bao P, Wei Y, Zhu G, Yuan Z, Peng Y (2015) Suppressing nitrite-oxidizing bacteria growth to achieve nitrogen removal from domestic wastewater via Anammox using intermittent aeration with low dissolved oxygen. Sci Rep 5:13048CrossRefGoogle Scholar
  70. Maekawa T, Liao CM, Feng XD (1995) Nitrogen and phosphorus removal for swine wastewater using intermittent aeration batch reactor followed by ammonium crystallization process. Water Res 29(12):2643–2650CrossRefGoogle Scholar
  71. Magrí A, Flotats X (2008) Modelling of biological nitrogen removal from the liquid fraction of pig slurry in a sequencing batch reactor. Biosyst Eng 101(2):239–259CrossRefGoogle Scholar
  72. Magrí A, Guivernau M, Baquerizo G, Viñas M, Prenafeta-Boldú FX, Flotats X (2009) Batch treatment of liquid fraction of pig slurry by intermittent aeration: process simulation and microbial community analysis. J Chem Technol Biotechnol 84(8):1202–1210CrossRefGoogle Scholar
  73. Mampaey KE, De Kreuk MK, van Dongen UG, van Loosdrecht MC, Volcke EI (2016) Identifying N2O formation and emissions from a full-scale partial nitritation reactor. Water Res 88:575–585CrossRefGoogle Scholar
  74. Mansouri AM, Zinatizadeh AA, Irandoust M, Akhbari A (2014) Statistical analysis and optimization of simultaneous biological nutrients removal process in an intermittently aerated SBR. Korean J Chem Eng 31(1):88–97CrossRefGoogle Scholar
  75. Melidis P, Kapagiannidis AG, Ntougias S, Davididou K, Aivasidis A (2014) Performance and metabolic aspects of a novel enhanced biological phosphorus removal system with intermittent feeding and alternate aeration. Water Sci Technol 69(8):1612–1619CrossRefGoogle Scholar
  76. Mello WZD, Ribeiro RP, Brotto AC, Kligerman DC, Piccoli ADS, Oliveira JL (2013) Nitrous oxide emissions from an intermittent aeration activated sludge system of an urban wastewater treatment plant. Quim Nova 36(1):16–20CrossRefGoogle Scholar
  77. Milia S, Tocco G, Erby G, Gioannis GD, Carucci A (2017) Preliminary evaluation of Sharon-Anammox process feasibility to treat ammonium-rich effluents produced by double-stage anaerobic digestion of food waste. Frontiers international conference on wastewater treatment and modelling. Springer, Cham, pp 536–543CrossRefGoogle Scholar
  78. Mota C, Head MA, Ridenoure JA, Cheng JJ, Francis L (2005a) Effects of aeration cycles on nitrifying bacterial populations and nitrogen removal in intermittently aerated reactors. Appl Environ Microbiol 71(12):8565–8572CrossRefGoogle Scholar
  79. Mota C, Ridenoure J, Cheng J, Francis L (2005b) High levels of nitrifying bacteria in intermittently aerated reactors treating high ammonia wastewater. FEMS Microbiol Ecol 54(3):391–400CrossRefGoogle Scholar
  80. Nah YM, Ahn KH, Yeom IT (2000) Nitrogen removal in household wastewater treatment using an intermittently aerated membrane bioreactor. Environ Technol 21(1):107–114CrossRefGoogle Scholar
  81. Nakajima J, Kaneko M (2011) Practical performance of nitrogen removal in small-scale sewage treatment plants operated in intermittent aeration mode. Nucl Phys B 846(1):122–136CrossRefGoogle Scholar
  82. Nardelli P, Gatti G, Eusebi AL, Battistoni P, Cecchi F (2009) Full-scale application of the alternating oxic/anoxic process: an overview. Ind Eng Chem Res 48(7):3526–3532CrossRefGoogle Scholar
  83. Ni BJ, Joss A, Yuan Z (2014) Modeling nitrogen removal with partial nitritation and Anammox in one floc-based sequencing batch reactor. Water Res 67:321–327CrossRefGoogle Scholar
  84. Otte S, Grobben NG, Robertson LA, Jetten MS, Kuenen JG (1996) Nitrous oxide production by Alcaligenes faecalis under transient and dynamic aerobic and anaerobic conditions. Appl Environ Microbiol 62(7):2421–2426Google Scholar
  85. Painter HA, Loveless JE (1983) Effects of temperature and pH value on the growth rate of nitrifying bacteria in the activated-sludge process. Water Res 17(3):237–248CrossRefGoogle Scholar
  86. Pan M, Chen T, Hu Z, Zhan X (2013) Assessment of nitrogen and phosphorus removal in an intermittently aerated sequencing batch reactor (IASBR) and a sequencing batch reactor (SBR). Water Sci Technol 68(2):400–405CrossRefGoogle Scholar
  87. Pan M, Wen X, Wu G, Zhang M, Zhan X (2014) Characteristics of nitrous oxide (N2O) emission from intermittently aerated sequencing batch reactors (IASBRs) treating slaughterhouse wastewater at low temperature. Biochem Eng J 86(10):62–68CrossRefGoogle Scholar
  88. Park KY, Inamori Y, Mizuochi M, Ahn KH (2000) Emission and control of nitrous oxide from a biological wastewater treatment system with intermittent aeration. J Biosci Bioeng 90(3):247–252CrossRefGoogle Scholar
  89. Peng Y, Ge S (2011) Enhanced nutrient removal in three types of step feeding process from municipal wastewater. Bioresour Technol 102(11):6405–6413CrossRefGoogle Scholar
  90. Peng YZ, Chen Y, Peng CY, Liu M, Wang SY, Song XQ, Cui YW (2004) Nitrite accumulation by aeration controlled in sequencing batch reactors treating domestic wastewater. Water Sci Technol 50(10):35–43Google Scholar
  91. Pollice A, Tandoi V, Lestingi C (2002) Influence of aeration and sludge retention time on ammonium oxidation to nitrite and nitrate. Water Res 36(10):2541–2546CrossRefGoogle Scholar
  92. Puig S, Corominas L, Vives MT, Balaguer MD, Colprim J, Colomer J (2005) Development and implementation of a real-time control system for nitrogen removal using OUR and ORP as end points. Ind Eng Chem Res 44(9):3367–3373CrossRefGoogle Scholar
  93. Rajagopal R, Béline F (2011) Nitrogen removal via nitrite pathway and the related nitrous oxide emission during piggery wastewater treatment. Bioresour Technol 102(5):4042–4046CrossRefGoogle Scholar
  94. Rassamee V, Sattayatewa C, Pagilla K, Chandran K (2011) Effect of oxic and anoxic conditions on nitrous oxide emissions from nitrification and denitrification processes. Biotechnol Bioeng 108(9):2036–2045CrossRefGoogle Scholar
  95. Regmi P, Bunce R, Miller MW, Park H, Chandran K, Wett B, Bott CB (2015) Ammonia-based intermittent aeration control optimized for efficient nitrogen removal. Biotechnol Bioeng 112(10):2060–2067CrossRefGoogle Scholar
  96. Ritchie GAF, Nicholas DJD (1972) Identification of the sources of nitrous oxide produced by oxidative and reductive processes in Nitrosomonas europaea. Biochem Eng J 126(5):1181–1191CrossRefGoogle Scholar
  97. Rodriguez-Caballero A, Aymerich I, Marques R, Poch M, Pijuan M (2015) Minimizing N2O emissions and carbon footprint on a full-scale activated sludge sequencing batch reactor. Water Res 71:1–10CrossRefGoogle Scholar
  98. Ruiz G, Jeison D, Rubilar O, Ciudad G, Chamy R (2006) Nitrification–denitrification via nitrite accumulation for nitrogen removal from wastewaters. Bioresour Technol 97(2):330–335CrossRefGoogle Scholar
  99. Santos CE, Moura RB, Damianovic MH, Foresti E (2016) Influence of COD/N ratio and carbon source on nitrogen removal in a structured-bed reactor subjected to recirculation and intermittent aeration (SBRRIA). J Environ Manag 166:519–524CrossRefGoogle Scholar
  100. Sasaki K, Yamamoto Y, Tsumura K, Hatsumata S, Tatewaki M (1993) Simultaneous removal of nitrogen and phosphorus in intermittently aerated 2-tank activated sludge process using DO and ORP-bending-point control. Water Sci Technol 28(11–12):513–521Google Scholar
  101. Sauder LA, Albertsen M, Engel K, Schwarz J, Nielsen PH, Wagner M, Neufeld JD (2017) Cultivation and characterization of Candidatus Nitrosocosmicus exaquare, an ammonia-oxidizing archaeon from a municipal wastewater treatment system. ISME J 11(5):1142–1157CrossRefGoogle Scholar
  102. Scheible K, Scannell D, Donovan E, Horner I, Bell W (1990) Assessment of the biolac technology. In: Assessment of the biolac technology. Environmental Protection Agency. U.S. Department of Commerce NTIS, Washington, DCGoogle Scholar
  103. Seo GT, Lee TS, Moon BH, Lim JH, Lee KS (2000) Two stage intermittent aeration membrane bioreactor for simultaneous organic, nitrogen and phosphorus removal. Water Sci Technol 41(10–11):217–225Google Scholar
  104. Sheng X, Liu R, Song X, Chen L, Tomoki K (2017) Comparative study on microbial community in intermittently aerated sequencing batch reactors (SBR) and a traditional SBR treating digested piggery wastewater. Front Environ Sci Eng. doi: 10.1007/s11783-017-0929-3 Google Scholar
  105. Shimabukuro M, Yang PY, Kim SJ (2004) Applicability of oxidation reduction potential response on a full-scale intermittently aerated suspended culture system. Pract Period Hazard Toxic Radioactive Waste Manag 8(1):19–25CrossRefGoogle Scholar
  106. Song X, Liu R, Chen L, Dong B, Kawagishi T (2017) Advantages of intermittently aerated SBR over conventional SBR on nitrogen removal for the treatment of digested piggery wastewater. Front Environ Sci Eng. doi: 10.1007/s11783-017-0941-7 Google Scholar
  107. Sun S, Cheng X, Liu Y, Sun D (2013) Influence of operational modes and aeration rates on N2O emission from urban sewage treatment using a pilot-scale sequencing batch reactor. Int Biodeterior Biodegrad 85:539–544CrossRefGoogle Scholar
  108. Sun Y, Wang H, Wu G, Guan Y (2017) Nitrogen removal and nitrous oxide emission from a step-feeding multiple anoxic and aerobic process. Environ Technol. doi: 10.1080/09593330.2017.1311947 Google Scholar
  109. Todt D, Dörsch P (2016) Mechanism leading to N2O production in wastewater treating biofilm systems. Rev Environ Sci Biotechnol 15(3):355–378CrossRefGoogle Scholar
  110. Turk O, Mavinic DS (1986) Preliminary assessment of a shortcut in nitrogen removal from wastewater. Can J Civ Eng 13(6):600–605CrossRefGoogle Scholar
  111. Uygur A (2006) Specific nutrient removal rates in saline wastewater treatment using sequencing batch reactor. Process Biochem 41(1):61–66CrossRefGoogle Scholar
  112. Valverde-Pérez B, Mauricio-Iglesias M, Sin G (2016) Systematic design of an optimal control system for the Sharon-Anammox process. J Process Control 39:1–10CrossRefGoogle Scholar
  113. Van Kessel MA, Speth DR, Albertsen M, Nielsen PH, den Camp HJO, Kartal B, Lücker S (2015) Complete nitrification by a single microorganism. Nature 528(7583):555–559Google Scholar
  114. Villaverde S, García-Encina PA, Fdz-Polanco F (1997) Influence of pH over nitrifying biofilm activity in submerged biofilters. Water Res 31(5):1180–1186CrossRefGoogle Scholar
  115. Wang P (2003) Using oxidation–reduction potential (ORP) and pH value for process control of shortcut nitrification–denitrification. J Environ Sci Health Part A Toxic/Hazard Subst Environ Eng 38(12):2933–2942CrossRefGoogle Scholar
  116. Wang Q, Chen Q (2016) Simultaneous denitrification and denitrifying phosphorus removal in a full-scale anoxic–oxic process without internal recycle treating low strength wastewater. J Environ Sci 39:175–183CrossRefGoogle Scholar
  117. Wang XH, Jiang LX, Shi YJ, Gao MM, Yang S, Wang SG (2012a) Effects of step-feed on granulation processes and nitrogen removal performances of partial nitrifying granules. Bioresour Technol 123:375–381CrossRefGoogle Scholar
  118. Wang S, Yu J, Wei T, Chi Y, Sun L, Peng Y (2012b) Applying real-time control for achieving nitrogen removal via nitrite in a lab-scale CAST system. Environ Technol 33(10):1133–1140CrossRefGoogle Scholar
  119. Wang Q, Jiang G, Ye L, Pijuan M, Yuan Z (2014) Heterotrophic denitrification plays an important role in N2O production from nitritation reactors treating anaerobic sludge digestion liquor. Water Res 62:202–210CrossRefGoogle Scholar
  120. Wang H, Guan Y, Li L, Wu G (2015) Characteristics of biological nitrogen removal in a multiple anoxic and aerobic biological nutrient removal process. Biomed Res Int 2015:531015Google Scholar
  121. Wang G, Xu X, Gong Z, Gao F, Yang F, Zhang H (2016a) Study of simultaneous partial nitrification, Anammox and denitrification (SNAD) process in an intermittent aeration membrane bioreactor. Process Biochem 51(5):632–641CrossRefGoogle Scholar
  122. Wang H, Guan Y, Pan M, Wu G (2016b) Aerobic N2O emission for activated sludge acclimated under different aeration rates in the multiple anoxic and aerobic process. J Environ Sci 43:70–79CrossRefGoogle Scholar
  123. Wu C, Peng Y, Wang S, Li X, Wang R (2011) Effect of sludge retention time on nitrite accumulation in real-time control biological nitrogen removal sequencing batch reactor. Chin J Chem Eng 19(3):512–517CrossRefGoogle Scholar
  124. Wunderlin P, Mohn J, Joss A, Emmenegger L, Siegrist H (2012) Mechanisms of N2O production in biological wastewater treatment under nitrifying and denitrifying conditions. Water Res 46(4):1027–1037CrossRefGoogle Scholar
  125. Xu A, Young S, Zhang Y (2008) The implementation of single-sludge step-feed anoxic–aerobic process in a domestic wastewater treatment plant. J Environ Eng Sci 7(4):417–421CrossRefGoogle Scholar
  126. Yang S, Yang F (2011) Nitrogen removal via short-cut simultaneous nitrification and denitrification in an intermittently aerated moving bed membrane bioreactor. J Hazard Mater 195:318–323CrossRefGoogle Scholar
  127. Yang Q, Peng Y, Liu X, Zeng W, Mino T, Satoh H (2007) Nitrogen removal via nitrite from municipal wastewater at low temperatures using real-time control to optimize nitrifying communities. Environ Sci Technol 41(23):8159–8164CrossRefGoogle Scholar
  128. Yang Q, Liu X, Peng C, Wang S, Sun H, Peng Y (2009) N2O production during nitrogen removal via nitrite from domestic wastewater: main sources and control method. Environ Sci Technol 43(24):9400–9406CrossRefGoogle Scholar
  129. Yang S, Gao MM, Liang S, Wang SG, Wang XH (2013) Effects of step-feed on long-term performances and N2O emissions of partial nitrifying granules. Bioresour Technol 143(17):682–685CrossRefGoogle Scholar
  130. Yang J, Trela J, Zubrowska-Sudol M, Plaza E (2015) Intermittent aeration in one-stage partial nitritation/Anammox process. Ecol Eng 75:413–420CrossRefGoogle Scholar
  131. Yoo H, Ahn KH, Lee HJ, Lee KH, Kwak YJ, Song KG (1999) Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification (SND) via nitrite in an intermittently-aerated reactor. Water Res 33(1):145–154CrossRefGoogle Scholar
  132. Yu R, Kampschreur MJ, Loosdrecht MCV, Chandran K (2010) Mechanisms and specific directionality of autotrophic nitrous oxide and nitric oxide generation during transient anoxia. Environ Sci Technol 44(4):1313–1319CrossRefGoogle Scholar
  133. Zhang M, Lawlor PG, Wu G, Lynch B, Zhan X (2011) Partial nitrification and nutrient removal in intermittently aerated sequencing batch reactors treating separated digestate liquid after anaerobic digestion of pig manure. Bioprocess Biosyst Eng 34(9):1049–1056CrossRefGoogle Scholar
  134. Zhang M, Lawlor PG, Li J, Zhan X (2012) Characteristics of nitrous oxide (N2O) emissions from intermittently-aerated sequencing batch reactors treating the separated liquid fraction of anaerobically digested pig manure. Water Air Soil Pollut 223(5):1973–1981CrossRefGoogle Scholar
  135. Zhang F, Peng Y, Miao L, Wang Z, Wang S, Li B (2017) A novel simultaneous partial nitrification Anammox and denitrification (SNAD) with intermittent aeration for cost-effective nitrogen removal from mature landfill leachate. Chem Eng J 313:619–628CrossRefGoogle Scholar
  136. Zhao HW, Mavinic DS, Oldham WK, Koch FA (1999) Controlling factors for simultaneous nitrification and denitrification in a two-stage intermittent aeration process treating domestic sewage. Water Res 33(4):961–970CrossRefGoogle Scholar
  137. Zheng Z, Li Y, Li J, Zhang Y, Bian W, Wei J, Yang J (2017) Effects of carbon sources, COD/NO2 –N ratios and temperature on the nitrogen removal performance of the simultaneous partial nitrification, Anammox and denitrification (SNAD) biofilm. Water Sci Technol 75(7):1712–1721CrossRefGoogle Scholar
  138. Zhong C, Wang Y, Wang Y, Lv J, Li Y, Zhu J (2013) High-rate nitrogen removal and its behavior of granular sequence batch reactor under step-feed operational strategy. Bioresour Technol 134(4):101–106CrossRefGoogle Scholar
  139. Zhu GB, Peng YZ, Zhai LM, Yu W, Wang SY (2009) Performance and optimization of biological nitrogen removal process enhanced by anoxic/oxic step feeding. Biochem Eng J 43(3):280–287CrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media B.V. 2017

Authors and Affiliations

  1. 1.Key Laboratory of Microorganism Application and Risk Control (MARC) of Shenzhen, Graduate School at ShenzhenTsinghua UniversityShenzhenChina
  2. 2.Environmental Science and Technology, Xiamen University of TechnologyXiamenChina
  3. 3.Civil Engineering, College of Engineering and InformaticsNational University of IrelandGalwayIreland
  4. 4.School of Civil EngineeringHefei University of TechnologyHefeiChina

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