Abstract
Specific nitrate uptake rates (SNURs) under two test conditions were measured to evaluate effects of oxygen inhibition on denitrification. A test condition was that activated sludge was completely prevented from contacting of oxygen (SNUR closed ), the other was that activated sludge was contacted to free air (SNUR open ). Municipal wastewater and acetate were used as electron donors. SNUR closed was 2.42 mg NO3-N/g VSS-hr and SNUR open was 1.09 mg NO3-N/g VSS-hr when municipal wastewater was used as electron donor. Meanwhile, when acetate was used as electron donor, SNUR closed was 24.65 mg NO3-N/g VSS-hr and SNUR open was 18.00 mg NO3-N/g VSS-hr. The operating costs for electron donors were calculated based on the unit price of acetate to remove nitrate. When municipal wastewater was used as electron donor the ratio of cost open to cost closed was 0.45. Cost evaluation showed the adverse impacts on denitrification and explained why an anoxic reactor should be sequestered from oxygen.
Similar content being viewed by others
References
M. Hagman, J. L. Nielsen, P. H. Nielsen and J. la. C., Jansen, Water Res., 42, 1539 (2008).
M. T. Madigan, J.M. Martinko, P.V. Dunlap and D. P. Clark, Brock biology of microorganisms, 12th Ed., Pearson, New York (2006).
C.M. Thomas, E.M. H. Wellington, R. Diaz-Orejas and M. Espinosa, Microbiol., 140, 1799 (1994).
S. H. Chuang, C. F. Ouyang and Y. B. Wang, Water Res., 30, 2961 (1996).
R. J. Zeng, Z. Yuan and J. Keller, Biotechnol. Bioeng., 81, 397 (2003).
A. De Lucas, L. Rodríguez, J. Villaseòor and F. J. Fernández, Water Res., 39, 3715 (2005).
J. J. Her and J. S. Huang, Bioresour. Technol., 54, 45 (1995).
J. Oh and J. Silverstein, Water Res., 33, 1925 (1999).
N.Y. F. Tam, Y. S. Wong and W.G. Leung, Water Res., 26, 1229 (1992).
I. Somiya, H. Tsuno and M. Matsumoto, Water Res., 22, 49 (1998).
G.A. Ekama and G. v. R. Marais, in theory, design and operation of nutrient removal activated sludge processes. A collaborative information document prepared for the Water Research Commission by the University Cape Town, City Council of Johannesburg and the National Institute for Water Research of the CSIR, PRETORIA, South Africa (1984).
M. Henze, C. P. L. Grady, W. Gujer, G. v. R. Mararis and T. Matsuo, Activated sludge model No. 1, Scientifical and Technical Report No. 1, IWAPRC, London (1987).
K. Kujawa and B. Klapwijk, Water Res., 33, 2291 (1999).
S. J. You, Y. P. Tsai and R.Y. Huang, Environ. Eng. Sci., 26, 1207 (2009).
A. Jobbágy, J. Simon and B. Plósz, Water Res., 34, 2606 (2000).
E. V. Münch, P. Lant and J. Keller, Water Res., 30, 277 (1996).
B.G. Plósz, A. Jobbágy and C. P. L. Grady Jr., Water Res., 37, 853 (2003).
L. A. Robertson and J. G. Kuenen, Arch. Microbiol., 139, 351 (1984a).
A. J. B. Zehnder, Biology of anaerobic microorganisms, 1st Ed., Wiley, New York (1988).
E. Choi, D. Kim, Y. Eum, Z. Yun and K. Min, Water Environ. Res., 77, 381 (2005).
US EPA, Manual: Nitrogen control, EPA/625/R-93/010, Washington, DC (1993).
D. V. MacDonald, J. Water Pol. Cont. Fed., 62, 796 (1990).
G. H. Kristensen, P. E. Jørgensen and M. Henze, Water Sci. Technol., 25, 43 (1992).
Metcalf and Eddy, Wastewater engineering: treatment and reuse, 4th Ed., McGraw Hill, New York (2003).
APHA, Standard Methods for the Examination of Water and Wastewater, 20th Ed., APHA, Washington DC (1998).
D. Orhon, S. Sözen and N. Artan, Water Sci. Technol., 34, 67 (1996).
M. Spérandio, V. Urbain, J. M. Audic and E. Paul, Water Sci. Technol., 39, 139 (1999).
Y. Mokhayeri, R. Riffat, S. Murthy, W. Bailey, I. Takacs and C. Bott, Water Sci. Technol., 60, 2485 (2009).
L. C. Bell, D. J. Richardson and S. J. Ferguson, FEBS Lett., 265, 85 (1990).
L. A. Robertson and J.G. Kuenen, Antonie Van Leeuwenhoek, 50, 525 (1984b).
Q. Wu, E. Knowles and D. F. Niven, Can. J. Microbiol., 40, 916 (1994).
B. Li and S. Irvin, Biochem. Eng. J., 34, 248 (2007).
S. Saby, M. Djafer and G. H. Chen, Water Res., 37, 11 (2003).
V. Mateju, S. Cizinska, J. Krejci and T. Janoch, Enzyme Microb. Technol., 14, 170 (1992).
D.Y. Bang, Y. Watanbe and T. Noike, Water Sci. Technol., 32, 235 (1995).
F. Cecen and E. Gionenc, Water Sci. Technol., 26, 2225 (1992).
Y. C. Chiu and M. S. Chung, Int. Biodeterioration Biodeg., 51, 43 (2003).
C. Glass and J. Silverstein, Water Res., 32, 831 (1998).
M. Beccari, R. Passion, R. Ramadori and V. Tandoi, J. Water Pollt. Control Fed., 55, 58 (1983).
C. Glass, J. Silverstein and J. Oh, Water Env. Res., 69, 1086 (1997).
J. Ma, Q. Yang, S. Wang, L. Wang, A. Takigawa and Y. Peng, J. Hazard. Mater., 175, 518 (2010).
C. Francis and J. Mankin, Water Res., 11, 289 (1977).
G. Koch, M. Kühni, W. Gujer and H. Siegriest, Water Res., 34, 3580 (2000).
S. S. Alves, C. I. Maia and J. M. T. Vasconcelos, Chem. Eng. Proc., 43, 823 (2004).
R. Lemoine and B. I. Morsi, Int. J. Chem. React. Eng., 3, 1 (2005).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Lim, S.J., Kim, TH., Kim, TH. et al. Deterioration of denitrification by oxygen and cost evaluation of electron donor in an uncovered pre-denitrification process. Korean J. Chem. Eng. 29, 1196–1202 (2012). https://doi.org/10.1007/s11814-012-0004-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11814-012-0004-5