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http://dx.doi.org/10.15681/KSWE.2014.30.1.001

Nitritation Characteristics Depending on Influent Nitrogen Concentration in a Biological Aerated Filter  

Yoo, Ik-Keun (School of Chemical Engineering and Bioengineering, University of Ulsan)
Publication Information
Abstract
The purpose of this study was to investigate the nitrification characteristics of biological aerated filter (BAF) packed with ceramic media, especially focusing on nitrite build-up during nitrification. When increasing the nitrogen load above $1.63kgNH_4{^+}-N/m^3{\cdot}d$, ammonium removal efficiency decreased to less than 60% and the nitrite ratio ($NO_2{^-}-N/NO_x-N$) of higher than 75% was achieved due to the inhibitory free ammonia (FA, $NH_3-N$) concentration and oxygen limitation. FA inhibition, however, is not recommended strategy to promote nitrite build-up since FA concentration in the reactor is coupled with decreased ammonium removal efficiency. Nitrite ratio in the effluent was also affected by aeration rate and influent ammonium concentration. Ammonium oxidation was enhanced at a higher aeration rate regardless of influent ammonium concentration but, the nitrite ratio was dependent on both aeration rate and influent ammonium concentration. While a higher nitrite ratio was obtained when BAFs were fed with $50mgNH_4{^+}-N/L$ of influent, the nitrite ratio significantly decreased for a greater influent concentration of $200-300mgNH_4{^+}-N/L$. Taken together, aeration rate, influent ammonium concentration and FA concentrations kept in the BAF were found to be critical variables for nitrite accumulation in the BAF system.
Keywords
Biological Aerated Filter; Nitrification; Nitrite; Wastewater;
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1 Qiu, L., Zhang, S., Wang, G., and Du, M. (2010). Performances and Nitrification Properties of Biological Aerated Filters with Zeolite, Ceramic Particle and Carbonated Media, Bioresource Technology, 101, pp. 7245-7251.   DOI   ScienceOn
2 American Public Health Association (APHA). (1992). Standard Methods for the Examination of Water and Wastewater, 18th ed., American Public Health Association, Washington DC, pp. 4-75.
3 Anthonisen, A. C., Loehr, R. C., Prakasam, T. B. S., and Stinath, E. G. (1976). Inhibition of Nitrification by Ammonia and Nitric Acid, Journal of the Water Pollution Control Federation, 48, pp. 835-852.
4 Garrido, J. M., van Loosdrecht, M. C. M., and Heijnen, J. J. (1997). Influence of Dissolved Oxygen Concentration on Nitrite Accumulation in a Biofilm Airlift Suspension Reactor, Biotechnology and Bioengineering, 53, pp. 168-178.   DOI   ScienceOn
5 Hasan, H. A., Abdullah, S. R. S., Kamarudin, S. K., and Kofli, N. T. (2011). Response Surface Methodology for Optimization of Simultaneous COD, $NH_4^+-N$, and $Mn^{2+}$ Removal from Drinking Water by Biological Aerated Filter, Desalination, 275, pp. 50-61.   DOI   ScienceOn
6 Hellinga, C. A., Schellen, A. J. C., Mulder, J. W., van Loosdrecht, M. C. M., and Heijnen, J. J. (1998). The Sharon Process: An Innovative Method for Nitrogen Removal from Ammonium-rich Wastewater, Water Science and Technology, 37, pp. 135-142.
7 Joo, S. H., Kim, D. J., Yoo, I. K., Park, K., and Cha, G. C. (2000). Partial Nitrification in an Upflow Biological Aerated Filter by $O_2$ Limitation, Biotechnology Letters, 22, pp. 937-940.   DOI   ScienceOn
8 Kim, D. J., Chang, J. S., Lee, D. I., Han, D. W., Yoo, I. K., and Cha, G. C. (2003). Nitrification of High Strength Ammonia Wastewater and Nitrite Accumulation Characteristics, Water Science and Technology, 47, pp. 45-51.
9 Kuai, L. and Verstraete, W. (1998). Ammonium Removal by the Oxygen-limited Autotrophic Nitrification-denitrification System, Appled and Environmental Microbiology, 64, pp. 4500-4506.
10 Lee, S. C. and Kim, D. J. (2001). A Study on the Nitrification and Denitrification of an Anoxic-oxic Upflow Biological Aerated Filter, Korean Chemical Engineering Research, 39, pp. 123-129. [Korean Literature]
11 Mann, A., Mendoza-Espinisa, L., and Stephenson, T. (1998). A Comparison of Floating and Sunken Media Biological Aerated Filters for Nitrification, Journal of Chemical Technology and Biotechnology, 72, pp. 273-279.   DOI
12 Lee, W. S., Hong, S. H., Chung, J. S., Ryu, K., and Yoo, I. K. (2010). Comparison of the Operational Characteristics between a Nitrifying Membrane Bioreactor and a Pre-denitrification Membrane Bioreactor Process, Journal of Industrial Engineering and Chemistry, 16, pp. 546-550.   DOI   ScienceOn
13 Lim, K. J., Kim, S. H., Kim, D. J., Cha, G. C., and Yoo, I. K. (2006). Characterization of Microbial Distribution of Nitrifiers and Nitrogen Removal in Membrane Bioreactor by Fluoresence in Situ Hybridization, Korean Journal of Microbiology and Biotechnology, 34, pp. 257-264. [Korean Literature]
14 Pujol, R., Hamon, M., Kandel, X., and Lemmel, H. (1994). Biofilters: Flexible Reliable Biological Reactors, Water Science and Technology, 29, pp. 33-38.
15 U.S. Environmental Protection Agency (U.S.EPA). (1993). Manual: Nitrogen Control, EPA/625/R-93/010, Washington DC, pp. 101-110.
16 Randall, C. W. and Buth, D. (1984). Nitrite Build-up in Activated Sludge Resulting from Combined Temperature and Toxicity Effects, Journal of the Water Pollution Control Federation, 56, pp. 1045-1049.
17 Shim, J. K., Yoo, I. K., and Lee, Y. M. (2002). Design and Operation Considerations for Wastewater Treatment Using a Flat Submerged Membrane Bioreactor, Process Biochemistry, 38, pp. 279-285.   DOI   ScienceOn
18 Turk, O. and Mavinic, D. S. (1989). Maintaining Nitrite Build-up in a System Acclimated to Free Ammonia, Water Research, 23, pp. 1383-1388.   DOI   ScienceOn
19 Villaverde, S., FDZ-Polanco, F., and Garcia, P. A. (2000). Nitrifying Biofilm Acclimation to Free Ammonia in Submerged Biofilters. Start-up Influence, Water Research, 34, pp. 602-610.   DOI   ScienceOn
20 Villaverde, S., Garcia-Encina, P. A., and FDZ-Polanco, F. (1997). Influence of pH over Nitrifying Biofilm Activity in Submerged Biofilters, Water Research, 31, pp. 1180-1186.   DOI   ScienceOn
21 Wett, B. and Rauch, W. (2003). The Role of Inorganic Carbon Limitation in Biological Nitrogen Removal of Extremely Ammonia Concentrated Wastewater, Water Research, 37, pp. 1100-1110.   DOI   ScienceOn
22 Wiesmann, U. (1994). Biological Nitrogen Removal from Wastewater, Advances in Biochemical Engineering/Biotechnology, 51, pp. 692-699.
23 Yoo, I. K., Kim, G. H., and Kim, D. J. (1998). A Study on Paper Industry Wastewater Treatment by Pilot-scale Biological Aerated Filter and Optimum Backwash Condition, Korean Chemical Engineering Research, 36, pp. 945-950. [Korean Literature]
24 Yoo, I. K., Lim, K. J., Lee, W. S., Kim, D. J., and Cha, G. C. (2006). Study on Operational Factors in a Nitrite-accumulating Submerged Membrane Bioreactor, Journal of Microbiology and Biotechnology, 16, pp. 469-474.
25 Yoon, H. J. and Kim, D. J. (2003). Nitrification and Nitrite Accumulation Characteristics of High Strength Ammonia Wastewater in a Biological Aerated Filter, Journal of Chemical Technology and Biotechnology, 78, pp. 377-383.   DOI   ScienceOn