Simultaneous nitrification and denitrification in the activated sludge systems of continuous flow

References

• von Munch E, Lant P, Keller J. Simultaneous nitrification and denitrification in bench-scale sequencing batch reactors. Water Res. 1996;30(2):277–284. doi: 10.1016/0043-1354(95)00174-3
   Web of Science ®Google Scholar
• Van Huyssteen JA, Barnard JL, Hendriksz J. The olifantsfontein nutrient removal plant. Water Sci Technol. 1990;22(7–8):1–8.
   Web of Science ®Google Scholar
• Applegate CS, Boyd W, Shaw JR. Total nitrogen removal in a multi-channel oxidation system. J Water Pollut Control Fed. 1980: 568–577.
   Web of Science ®Google Scholar
• Drews RJLC, Greeff AM. Nitrogen elimination by rapid alternation of aerobic “anoxic” conditions in “orbal” activated sludge plants. Water Res. 1973;7(8):1183–1194. doi: 10.1016/0043-1354(73)90071-7
   Web of Science ®Google Scholar
• Turk O, Mavinic D. Maintaining nitrite buildup in a system acclimated to free ammonia. Water Res. 1989;23(11):1383–1388. doi: 10.1016/0043-1354(89)90077-8
   Web of Science ®Google Scholar
• Zhao HW, Mavinic DS, Oldham WK, et al. Controlling factors for simultaneous nitrification and denitrification in a two-stage intermittent aeration process treating domestic sewage. Water Res. 1999;33(4):961–970. doi: 10.1016/S0043-1354(98)00292-9
   Web of Science ®Google Scholar
• Zheng XC, Li YX. The technology of nitrogen and phosphorous removal. Beijing: China Building Industry Press, 1998, p. 45–46. Chinese.
   Google Scholar
• Albertson AE, Coughenour J. Aerated anoxic oxidation denitrification process. J Environ Eng 1995;121:720–726. doi: 10.1061/(ASCE)0733-9372(1995)121:10(720)
   Web of Science ®Google Scholar
• Çinar Ö, Daigger GT, Graef SP. Evaluation of IAWQ Activated Sludge Model No. 2 using steady-state data from four full-scale wastewater treatment plants. Water Environ. Res. 1998;70(6 ):1216–1224. doi: 10.2175/106143098X123552
   Web of Science ®Google Scholar
• Daigger GT, Littleton HX. Simultaneous biological nutrient removal: a state-of-the-art review. Water Environ Res. 2014;86(3):245–257. doi: 10.2175/106143013X13736496908555
   PubMed Web of Science ®Google Scholar
• Collovognarelli C, Bertanza G. Simultaneous nitrification-denitrification processes in activated sludge plants: performance and applicability. Water Sci Technol. 1999;40(4–5):187–194.
   Web of Science ®Google Scholar
• Hippen A, Rosenwinkel KH, Baumgarten G, et al. Aerobic de ammonification a new experience in the treatment of wastewaters. Water Sci Technol. 1997;35(10):111–120.
   Web of Science ®Google Scholar
• METCALF & EDDY, Inc. Wastewater engineering: treatment and resource recovery. 5th ed. Mcgraw-Hill Education; 2013, p. 2048.
   Google Scholar
• Pochana K, Keller J, Lant P. Model development for simultaneous nitrification and denitrification. Water Sci Technol. 1999;39(1):235–243.
   Web of Science ®Google Scholar
• Sen P, Dentel SK. Simultaneous nitrification-denitrification in a fluidized Bed reactor. Water Sci Technol. 1998;38(1):247–254.
   Web of Science ®Google Scholar
• Rittmann BE, Langeland WE. Simultaneous denitrification with nitrification in single-channel oxidation ditches. J Water Pollut Control Fed. 1985;57(4):300–308.
   Web of Science ®Google Scholar
• Robertson LA, Kuenen JG. Aerobic denitrification: a controversy revived. Arch Microbiol. 1984;139(4):351–354. doi: 10.1007/BF00408378
   Web of Science ®Google Scholar
• Poth M, Focht DD. 15N kinetic analysis N2O production by Nitrosomonas europaea: an examination of nitrifier denitrification. Appl Environ Microbiol. 1985;49(5):1134–1141.
   PubMed Web of Science ®Google Scholar
• Helmer C, Kunst S. Simultaneous nitrification denitrification in an aerobic biofilm system. Water Sci Technol. 1998;37(4–5):183–187.
   Web of Science ®Google Scholar
• Van Loosdrecht MCM, Jetten MSM. Microbiological conversions in nitrogen removal. Water Sci Technol. 1998;38(1–7):1–7.
   Web of Science ®Google Scholar
• Yoo K, Ahn KH, Lee HJ, et al. Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification (SND) via nitrite in an intermittently-aerated reactor. Water Res. 1999;33(1):145–154. doi: 10.1016/S0043-1354(98)00159-6
   Web of Science ®Google Scholar
• Pochana K, Keller J. Study of factors affecting simultaneous nitrification and denitrification (SND). Water Sci Technol. 1999;39(6):61–68.
   Web of Science ®Google Scholar
• Villaverde S, Fdz-Polanco F, García PA. Nitrifying biofilm acclimation to free ammonia in submerged biofilters. Start-up influence. Water Res. 2000;34(2):602–610. doi: 10.1016/S0043-1354(99)00175-X
   Web of Science ®Google Scholar
• Zhang P, Zhou Q, Song LP, et al. Study progress on simultaneous nitrification and denitrification. Chongqing Environ Sci. 2001;23(6):20–24.
   Google Scholar
• Satoh H, Nakamura Y, Ono H, et al. Effect of oxygen concentration on nitrification and denitrification in single activated sludge floes. Biotechnol Bioeng. 2003;83(5):604–607. doi: 10.1002/bit.10717
   PubMed Web of Science ®Google Scholar
• Bueno RF. Simultaneous Nitrification and denitrification in reactor with biomass in suspension and continuous flow of sewage [dissertation]. São Paulo: Master in Environmental Health - Faculty of Public Health, University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/6/6134/tde-09092011-153620/
   Google Scholar
• Kuenen JG, Robertson LA. Combined nitrification-denitrification processes. FEMS Microbiology Rev. 1994;15(2–3):109–117. doi: 10.1111/j.1574-6976.1994.tb00129.x
   Web of Science ®Google Scholar
• Thauré D, Lemoine C, Daniel O, et al. Optimisation of aeration for activated sludge treatment with simultaneous nitrification denitrification. Water Sci Technol. 2008;58(3):639–645. doi: 10.2166/wst.2008.682
   PubMed Web of Science ®Google Scholar
• Zhang P, Zhou Q. Simultaneous nitrification and denitrification in activated sludge system under low oxygen concentration. Front Environ Sci Eng China. 2007;2(1):1–4.
   Google Scholar
• Henze M, Gujer W, Mino T, et al. Scientific and technical report no 9: activated sludge models ASM1, ASM2, ASM2d and ASM3. IWA task group on mathematical modelling for design and operation of biological wastewater treatment; 2000.
   Google Scholar
• APHA. 2005. Standard methods for the examination of water and wastewater. 21st ed. Washington (DC): American Public Health Association/American Water Works Association/Water Environment Federation.
   Google Scholar
• Liwarska-Bizukojc E, Bizukojc M. A new approach to determine the kinetic parameters for nitrifying microorganisms in the activated sludge systems. Bioresour Technol. 2012;109:21–25. doi: 10.1016/j.biortech.2012.01.011
   PubMed Web of Science ®Google Scholar
• Petersen B, Gernaey K, Henze M, et al. Calibration of activated sludge models: a critical review of experimental designs. In: Agathos SN, Reineke W, editors. Biotechnology for the environment: wastewater treatment and modeling, waste gas handling. Dordrecht, The Netherlands: Kluwer Academic Publishers; 2003. p. 101–186.
   Google Scholar
• van Haandel AC, Marais GVR. The behavior of the activated sludge system: theory and applications for projects and operations. Campina Grade: Epgraf; 1999.
   Google Scholar
• Downing LS, Nere R. Nitrification in the activated sludge process. J Proc Inst Sewage Purification. 1964;1(2):1020–1039.
   Google Scholar
• Jin B, Wilen BM, Lant P. A comprehensive insight into floc characteristics and their impact on compressibility and settleability of activated sludge. Chem Eng J. 2003;95(1–3):221–234. doi: 10.1016/S1385-8947(03)00108-6
   Web of Science ®Google Scholar
• Morgan-Sagastume F, Allen DG. Effects of temperature transient conditions on aerobic biological treatment of wastewater. Water Res. 2003;37(15):3590–3601. doi: 10.1016/S0043-1354(03)00270-7
   PubMed Web of Science ®Google Scholar
• Zhang X, Zheng S, Xiao X, et al. Simultaneous nitrification/denitrification and stable sludge/water separation achieved in a conventional activated sludge process with severe filamentous bulking. Bioresour Technol. 2017;226:267–271. doi: 10.1016/j.biortech.2016.12.047
   PubMed Web of Science ®Google Scholar
• Van Haandel A, Van Der Lubbe J. Handbook biological waste water treatment-design and optimisation of activated sludge systems. Webshop Wastewater Handbook; 2007.
   Google Scholar
• Zeng RJ, Lemaire R, Yuan Z, et al. Simultaneous nitrification, denitrification, and phosphorus removal in a lab-scale sequencing batch reactor. Biotechnol Bioeng. 2003;84(2):170–178. doi: 10.1002/bit.10744
   PubMed Web of Science ®Google Scholar
• Marais G, Ekama GA. The activated sludge process part I – steady state behaviour. Water SA. 1976;2(4):164–200.
   Google Scholar
• Third KA, Burnett N, Cord-Ruwisch R. Simultaneous nitrification and denitrification using stored substrate (PHB) as the electron donor in an SBR. Biotechnol Bioeng. 2003;83(6):706–720. doi: 10.1002/bit.10708
   PubMed Web of Science ®Google Scholar
• Chiu YC, Lee LL, Chang CN, et al. Control of carbon and ammonium ratio for simultaneous nitrification and denitrification in a sequencing batch bioreactor. Int Biodeterior Biodegradation. 2007;59(1):1–7. doi: 10.1016/j.ibiod.2006.08.001
   Web of Science ®Google Scholar