Mechanism and design of intermittent aeration activated sludge process for nitrogen removal

Journal of Environmental Science and Health - Part A Toxic/Hazardous Substances and Environmental Engineering

Volumn 46, Issue 1, 2011, Pages 9-16

  Hanhan, Oytun ^a   Insel, Güçlu ^b   Yagci, Nevin Ozgur ^b   Artan, Nazik ^b   Orhon, Derin ^b,c  

^a MERCEDES BENZ AG   (Germany)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

^c Turkish Academy of Sciences   (Turkey)

Author keywords

aerated fraction; biological treatment; cycle time ratio; denitrification potential; Intermittent aeration; nitrogen removal

Indexed keywords

AERATED FRACTION; BIOLOGICAL TREATMENT; CYCLE TIME; DENITRIFICATION POTENTIAL; INTERMITTENT AERATION;

BIOCHEMICAL ENGINEERING; DENITRIFICATION; DESIGN; DISSOLVED OXYGEN; NITRIFICATION; NITROGEN; NITROGEN REMOVAL; OXIDATION;

ACTIVATED SLUDGE PROCESS;

NITROGEN;

ACTIVATED SLUDGE; AERATION; AEROBIC CAPACITY; ARTICLE; DENITRIFICATION; EFFLUENT; NITRIFICATION; NITROGEN AVAILABILITY; NITROGEN BALANCE; NITROGEN CONCENTRATION; NITROGEN CYCLING; NITROGEN DYNAMICS; NONHUMAN; OXIDATION; PROCESS MODEL; STOICHIOMETRY;

AEROBIOSIS; DENITRIFICATION; NITROGEN; SEWAGE;

EID: 78649508268     PISSN: 10934529     EISSN: 15324117     Source Type: Journal    
DOI: 10.1080/10934529.2011.526073     Document Type: Article

References (31)

1. Artan, N.; Orhon, D.; Choi, E.Appropriate design of activated sludge systems for nitrogen removal from high strengthwastewaters.J.Environ.Sci.Health Pt.A 2004, 39(7), 1913-1924.
2. Orhon, D.; Artan, N.Nutrient removal performance of a five-step sequencing batch reactor as a function of wastewater composition.Proc.Biochem. 2006, 41(1), 216-220.
3. Bishop, D.F.; Heidman, J.A.; Stamberg, J.B.Single-stage nitrification denitrification.J.Water Pollut.Control F.1976, 48(3), 520-532.
4. Sin G., Insel G., Lee D.S., Vanrolleghem P.A.Optimal but robust N and P removal in SBRs: A systematic study of operating scenarios, Water Sci.Technol.2004, 50(10), 97-105.
5. Ip, S.Y.; Bridger, J.S.; Mills, N.F.Effect of alternating aerobic and anaerobic conditions on the economics of the activated sludge system.Water Sci.Technol.1987, 19(5-6), 911-918.
6. Nakanashi, H.; Fukagawa,M.; Takeuchi,M.; Ishikawa,M.; Ukita, M.;Murakami, S.Biological nitrogen removal in a completemixing type aerator with ORP control.Water Sci.Technol.1990, 22(7-8), 269-270.
7. Heduit, A.; Duchene, P.; Sintes,L.Optimization of nitrogen removal in small activated sludge plants.Water Sci.Technol.1990, 22(3-4), 123-130.
8. Nakajima, J.; Kaneko, M.Practical performance of nitrogen removal in small-scale sewage treatment plants operated in intermittent aeration mode.Water Sci.Technol.1991, 23(4-6), 709-718.
9. Bicudo, J.R.; Svoboda, I.F.Intermittent aeration of pig slurry-farm scale experiments for carbon and nitrogen removal.Water Sci.Technol.1996, 32(12), 83-90.
10. Sasaki, K.; Yamamoto, Y.; Tsumura, K.; Ouchi, S.; Mori, Y.Development of 2-reactor intermittent-aeration activated sludge process for simultaneous removal of nitrogen and phosphorus.Water Sci.Technol.1996, 34(1-2), 111-118.
11. Bertanza, G.Simultaneous nitrification-denitrification process in extended aeration plants: Pilot and real scale experiences.Water Sci.Technol.1997, 35(5), 53-61.
12. Marquot, A.; Stricker, A.E.; Racault, Y.ASM1 dynamic calibration and long-term validation for an intermittently aerated WWTP.Water Sci.Technol.2006, 53(12), 247-256.
13. Batchelor, B.Kinetic analysis of alternative configurations for single-sludge nitrification/denitrification.J.Water Pollut.Control F.1982, 54(11), 1493-1504.
14. Huang, O.; Huang, J.Alternating aerobic-aNOxic process for nitrogen removal: Process evaluation.Water Environ.Res.1996, 68(1), 83-93. (Pubitemid 26030872)
15. Coen, F.; Vanderhaegen, B.; Boonen, I.; Vanrolleghem, P.A.; Van Eyck, L.; Van Meenen, P.Nitrogen removal upgrade of a wastewater treatment plant within existing reactor volumes: A simulation supported scenario analysis.Water Sci.Technol.1996, 34(3-4), 339-346.
16. Isaacs, S.Short horizon control strategies for an alternating activated sludge process.Water Sci.Technol.1996, 34(1-2), 203-212.
17. Lukasse, L.J.S.; Keesman, K.J.Optimized operation and design of alternating activated sludge process for N-removal.Water Sci.Technol.1999, 33(11), 2651-2659.
18. Fatonea, F.; Battistonib, P.; Bolzonellaa, D.; Paolo Pavanc; Cecchia F.Long-termexperience with an automatic process control for nitrogen removal in membrane bioreactors.Desalination 2008, 227(1-3), 72-84.
19. Magri, A.; Guivernau, M.; Baquerizo G.; Vinas, M.; Prenafeta, F.X.; Flotats X.Batch treatment of liquid fraction of pig slurry by intermittent aeration: Process simulation and microbial community analysis.J.Chem.Technol. Biot.2009, 84(8), 1202-1210.
20. Artan, N.; Orhon, D.; Sözen, S.Conceptual basis of wastewater nitrogen removal in sensitive coastal areas.Water Sci.Technol.1995, 32(12), 1-10.
21. Lin, K.C.; Tsang, K.Nitrogen removal in an intermittently aerated completely mixed reactor.Environ.Technol.Lett.1989, 10(1), 1-8.
22. Hanhan, O.; Artan, N.; Orhon, D.Retrofitting activated sludge systems to intermittent aeration for nutrient removal.Water Sci.Technol.2002, 46(8), 75-82.
23. Henze, M.; Grady, C.P.L.Jr.; Gujer,W.; Marais, Gv.R.;Matsuo, T.Activated Sludge Model No.1, IAWPRC Scientific and Technical Report No.1; IAWPRC: London; 1987.
24. Insel, G.; Artan, N.; Orhon, D.Effect of aeration on nutrient removal performance of oxidation ditch systems.Environ.Eng.Sci.2005, 22(5), 802-815.
25. Sarioglu,M.; Insel, G.; Artan, N.; Orhon, D.Effect of aNOxic decay process on simultaneous nitrification denitrification in a membrane bioreactor operated without an aNOxic tank, Water Sci.Technol.2010, 61(3), 771-780.
26. Insel, G.Effects of design and aeration control parameters on simultaneous nitrification and denitrification (SNdN) performance for activated sludge process.Environ.Eng.Sci.2007, 24(4), 675-686.
27. Orhon, D.; Artan, N.Modelling of Activated Sludge Systems; Technomic Press: Lancaster, PA, 1994, p.587.
28. Orhon, D.; Sözen, S.; Ubay Ç okgör, E.; Até, E.The effect of chemical settling on the kinetics and design of activated sludge for tannery wastewaters.Water Sci.Technol.1998, 38(1), 227-236.
29. Sarioglu,M.; Insel,G.; Artan,N.; Orhon,D.Effect of biomass concentration on the performance and modeling of nitrogen removal formembrane bioreactors.J.Environ.Sci.Health Pt.A 2009, 44(8), 733-743.
30. Insel, G.;Murat Hocaoglu, S.; Ubay Cokgor E.; Orhon, D.Modeling the effect of biomass induced oxygen transfer limitations on the nitrogen removal performance of membrane bioreactor.J.Membrane Sci.2010, (submitted for publication).
31. Münch, E.V.; Lant, P.; Keller, J.Simultaneous nitrification and denitrification in bench-scale sequencing batch reactors.Water Res.1996, 30(2), 277-284.