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Effect of the Different COD/N Ratios on Multilevel Anaerobic/oxic Step-Feed Process for Integrated Removal of Carbon, Nitrogen and Phosphorus
Corresponding Author(s) : Jieyun Chen
Asian Journal of Chemistry,
Vol. 25 No. 2 (2013): Vol 25 Issue 2
Abstract
The present object of this stuidy is to investigate the effect of the different COD/N ratio on multilevel anaerobic/oxic (A/O) step-feed process for nitrogen and phosphorus removal used actual life sewage. The experiment designed the fluctuation of influent C/N ratio ranging from 4 to 8 and studied the variation rules of COD, NH3-N, NO3-N, NO2-N, total nitrogen, total phosphorus in the multilevel A/O process. Results showed when the influent C/N ratio was from 4 to 8, the C/N ratio on the removal efficiencies of COD and NH3-N was not significant, and COD average removal efficiency was 89.2 %, NH3-N average removal efficiency was 96.5 %. But the influent C/N ratio on denitrification and biological phosphorus removal effect was obvious, the total nitrogen removal rate increased from 44.7 to 68.9 to 87.3 % when the influent C/N ratio increased from 4 to 6 to 8. In the absence of specialized set of anaerobic zone condition, the total phosphorus removal efficiency had worked in certain. The total phosphorus removal rate increased from 58.7 to 64.7 to 71.8 % when the influent C/N ratio increased from 4 to 6 to 8.when the influent C/N ratio was 8, the effluent total phosphorus is 0.86 mg/L.
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- Z.M. Fu, F.L. Yang, F.F. Zhou and Y. Xue, Bioresour. Technol., 100, 136 (2009).
- S.M. Souza, O.Q.F. Araújo and M.A.Z. Coelho, Bioresour. Technol., 99, 3213 (2008).
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- N. Hvala, M. Zec, M. Ros and S. Strmcnik, Water Environ. Res., 73, 146 (2001).
- L. Larrea, A. Larrea, E. Ayesa, J. Rodrigo, M. Lopez-Carrasco and J. Cortacans, Water Sci. Technol., 43, 261 (2001).
- W. Saktaywin, H. Tsuno, H. Nagare and T. Soyama, Water Sci. Technol., 53, 217 (2006).
- C. deBarbadillo, L. Carrio, K. Mahoney, J. Anderson, N. Passarelli, F. Streett and K. Abraham, Florida Water Resour. J., 1, 18 (2002).
- R.H. Nielsen, Water Res., 9, 1179 (1975).
- S.A. Beril, Bioresour. Technol., 94, 1 (2004).
- L. Michaud, J.P. Blancheton and I.V. Brun, Aquacult. Eng., 34, 324 (2006).
- G.G. Sun and D. Austin, Chemosphere, 68, 1120 (2007).
- M. Fuerhacker, H. Baver, R. Ellinger, U. Sree, H. Schmid, F. Zibuschka and H. Puxbaum, Water Res., 34, 2499 (2000).
- K.A. Third, N. Burnett and C.C. Ruwisch, Biotechnol. Bioeng., 83, 706 (2003).
- K. Pochana and J. Keller, Water Sci. Technol., 39, 61 (1999).
- J. Nivala, M.B. Hoos, C.S. Cross, S.D. Wallace and G.F. Parkin, Sci. Total Environ., 380, 19 (2007)
References
Z.M. Fu, F.L. Yang, F.F. Zhou and Y. Xue, Bioresour. Technol., 100, 136 (2009).
S.M. Souza, O.Q.F. Araújo and M.A.Z. Coelho, Bioresour. Technol., 99, 3213 (2008).
A. Oehmen, P.C. Lemos, G. Carvalho, Z.G. Yuan, J. Keller, L.L. Blackall and M.A.M. Reis, Water Res., 41, 2271 (2007).
N. Hvala, M. Zec, M. Ros and S. Strmcnik, Water Environ. Res., 73, 146 (2001).
L. Larrea, A. Larrea, E. Ayesa, J. Rodrigo, M. Lopez-Carrasco and J. Cortacans, Water Sci. Technol., 43, 261 (2001).
W. Saktaywin, H. Tsuno, H. Nagare and T. Soyama, Water Sci. Technol., 53, 217 (2006).
C. deBarbadillo, L. Carrio, K. Mahoney, J. Anderson, N. Passarelli, F. Streett and K. Abraham, Florida Water Resour. J., 1, 18 (2002).
R.H. Nielsen, Water Res., 9, 1179 (1975).
S.A. Beril, Bioresour. Technol., 94, 1 (2004).
L. Michaud, J.P. Blancheton and I.V. Brun, Aquacult. Eng., 34, 324 (2006).
G.G. Sun and D. Austin, Chemosphere, 68, 1120 (2007).
M. Fuerhacker, H. Baver, R. Ellinger, U. Sree, H. Schmid, F. Zibuschka and H. Puxbaum, Water Res., 34, 2499 (2000).
K.A. Third, N. Burnett and C.C. Ruwisch, Biotechnol. Bioeng., 83, 706 (2003).
K. Pochana and J. Keller, Water Sci. Technol., 39, 61 (1999).
J. Nivala, M.B. Hoos, C.S. Cross, S.D. Wallace and G.F. Parkin, Sci. Total Environ., 380, 19 (2007)