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Low Temperature Effects on the Nitrification in a Nitrogen Removal Fixed Biofilm Process Packed with SAC Media

  • Jang, Se-Yong (Facility Devision, Pusan National University) ;
  • Byun, Im-Gyu (Institute for Environmental Technology and Industry, Pusan National University)
  • Received : 2012.10.15
  • Accepted : 2012.12.26
  • Published : 2013.01.31

Abstract

A fixed biofilm reactor system composed of anaerobic, anoxic(1), anoxic(2), aerobic(1) and aerobic(2) reactor was packed with synthetic activated ceramic (SAC) media and adopted to reduce the inhibition effect of low temperature on nitrification activities. The changes of nitrification activity at different wastewater temperature were investigated through the evaluation of temperature coefficient, volatile attached solid (VAS), specific nitrification rate and alkalinity consumption. Operating temperature was varied from 20 to $5^{\circ}C$. In this biofilm system, the specific nitrification rates of $15^{\circ}C$, $10^{\circ}C$ and $5^{\circ}C$ were 0.972, 0.859 and 0.613 when the specific nitrification rate of $20^{\circ}C$ was assumed to 1.00. Moreover the nitrification activity was also observed at $5^{\circ}C$ which is lower temperature than the critical temperature condition for the microorganism of activated sludge system. The specific amount of volatile attached solid (VAS) on media was maintained the range of 13.6-12.5 mg VAS/g media at $20{\sim}10^{\circ}C$. As the temperature was downed to $5^{\circ}C$, VAS was rapidly decreased to 10.9 mg VAS/g media and effluent suspended solids was increased from 3.2 mg/L to 12.0 mg/L due to the detachment of microorganism from SAC media. And alkalinity consumption was lower than theoretical value with 5.23 mg as $CaCO_3$/mg ${NH_4}^+$-N removal at $20^{\circ}C$. Temperature coefficient (${\Theta}$) of nitrification rate ($20^{\circ}C{\sim}5^{\circ}C$) was 1.033. Therefore, this fixed film nitrogen removal process showed superior stability for low temperature condition than conventional suspended growth process.

Keywords

References

  1. APHA, 1998, Standard Methods for the Examination of Water and wastewater, 20th Edition, Washington DC.
  2. Byun, I. G., Ko, J. H., Jung, Y. R., Lee, T. H., Kim, C. W., Park, T. J., 2005, The feasibility of using spent sulfidic caustic as alternative sulfur and alkalinity sources in autotrophic denitrification, KJChE, 22(6), 910-916. https://doi.org/10.1007/BF02705674
  3. Choi, E., Rhu, D., Yun, Z., Lee, E., 1998, Temperature effects on biological nutrient removal system with weak municipal wastewater, Wat. Sci. Technol., 37(9), 219-226.
  4. Ilies, P., Mavinic, D. S., 2001, The effect of decreased ambient temperature on the biological nitrification and denitrification of a high ammonia landfill leachate, Wat. Res., 35(8), 2065-2072. https://doi.org/10.1016/S0043-1354(00)00477-2
  5. Isaka, K., Yoshie, S., Sumino, T., Inamori, Y., Tsuneda, S., 2007, Nitrification of landfill leachate using immobilized nitrifying bacteria at low temperatures, Biochem. Eng. J., 37(1), 49-55. https://doi.org/10.1016/j.bej.2007.03.008
  6. Kazuaki, H., Nagai, J., Tsuneda, S., Hirata, A., 2004, Simple prediction of oxygen penetration depth in biofilms for wastewater treatment, Biochem. Eng. Journal, 19, 61-68. https://doi.org/10.1016/j.bej.2003.10.003
  7. Kazuichi, I., Yoshie, S., Sumino, T., Inamori, Y., Tsuneda, S., 2007, Nitrification of landfill leachate using immobilized nitrifying bacteria at low temperatures, Biochem. Eng. Journal, 37(1), 49-55. https://doi.org/10.1016/j.bej.2007.03.008
  8. Metcalf & Eddy Inc., 2003, Wastewater Engineering; Treatment and Reuse, 4th ed., McGraw-Hill Book Co., New York, N.Y.
  9. Nam, H. U., Lee, J. H., Kim, Y. O., Kim, Y. K., Park, T. J., 1998, Comparison of COD, nitrogen, and phosphorus removal between anaerobic/ anoxic/ aerobic and anoxic/aerobic fixed biofilm reactor using SAC (synthetic activated ceramic) media, KJChE, 15(4), 429-433. https://doi.org/10.1007/BF02697134
  10. Oleszkiewicz, J., Berquist, S., 1988, Low temperature nitrogen removal in sequencing batch reactors, Wat. Res., 22(9), 1163-1171. https://doi.org/10.1016/0043-1354(88)90012-7
  11. Park, T. J,, Lee, K. H., Lee, J. H., 1998, Simultaneous organic and nutrient removal from municipal wastewater in BSACNR process, KJChE, 15(1), 9-16. https://doi.org/10.1007/BF02705299
  12. Peter, Cos, 1999, Short SRT (solids retention time) nitrification process/flowsheet, Wat. Sci. Technol., 38(1), 23-29.
  13. Richard, R., D., Gouranga, C., B., Timothy, G., E., 1998, Anaerobic sequencing batch reactor treatment of dilute wastewater at psychrophilic temperatures, Water Environ. Res., 70(2), 155-160. https://doi.org/10.2175/106143098X126991
  14. Takai, T., Hirata, A., Yamauchi, K., Inamori, Y., 1997, Effects of temperature and volatile fatty acids on nitrification-denitrification activity in small-scale anaerobic-aerobic recirculation biofilm process, Wat. Sci. Technol., 35(6), 101-108.
  15. Zheng, G., Yang, F., Liu, S., Bao, H., Hu, S., Furukawa, K., 2007, Feasibility of a membrane- aerated biofilm reactor to achieve single-stage autotrophic nitrogen removal based on Anammox, Chemosphere, 69(5), 776-784. https://doi.org/10.1016/j.chemosphere.2007.05.023

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