Research on Startup Process and Influencing Factors of Half-Nitrosofication in CANON Reactor

Article Preview

Abstract:

The experimental study on startup process of half-nitrosofication for high ammonia nitrogen simulated wastewater has been accomplished with a reactor of completely autotrophic nitrogen removal over nitrite (CANON). The startup process and its influences of the concentration of influent , DO and pH were analyzed with the experimental results. The results show that the conversion rate of to is close to 55%, the accumulation rate of is over 95% and the rate of to steadily keeps as 1.02~1.24 under the condition of influent of 400 mg/L, pH of 7.6~8.2, DO of 0.95~1.3mg/L, HRT of 1.5d and water temperature of 17~27°C, which meet the environmental requirements for anaerobic ammonia oxidation bacteria growth, and half-nitrosofication was achieved in the CANON reactor, which create good conditions for further enrichment of anammox bacteria for the operation of the CANON reactor.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 807-809)

Pages:

1464-1468

Citation:

Online since:

September 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] G.B. Pu, B. Lv and H.J. Yin. China Water & Waste Water. Vol. 25 (2009) No. 14, p.1~5(in chinese).

Google Scholar

[2] Z. Gong, S.T. Liu and F.L. Yang. Bioresource Technology. Vol. 99 (2008) No. 8, p.2749~2756.

Google Scholar

[3] M. Nielsen,A. Bollmann and O. Slickers. FEMS Microbiology Ecology. Vol. 51 (2005) No. 2, p.247~256.

Google Scholar

[4] Vázquez-Padín J, Mosquera-Corral A and Campos J L. Water Research. Vol. 44 (2010) No. 15, p.4359~4370.

DOI: 10.1016/j.watres.2010.05.041

Google Scholar

[5] K.M. Fu, J. Zhang and X.S. Cao. Environmental Science. Vol. 33 (2012) No. 10, p.3507~3512 (in chinese).

Google Scholar

[6] X.Y. Chang, D. Li and Y.H. Liang. Journal of Environmental Sciences. Vol. 25 (2013) No. 4, p.688~697.

Google Scholar

[7] K.M. Fu, J. Zhang and X.S. Cao. Environmental Science, Vol. 30 (2009) No. 6, p.1689~1694 (in chinese).

Google Scholar

[8] J.F. Ye, Z.X. Xu and J.S. Cao. Technology of Water Treatment. Vol. 31 (2005) No. 10, p.5~7 (in chinese).

Google Scholar

[9] G.L. Yu, S. Chen and D.Z. Sun. CIESC Journal. Vol. 59 (2008) No. 1, p.201~208 (in chinese).

Google Scholar

[10] Ruiza G, Jeison D and Chamy R. Water Researeh. Vol. 37 (2003) No. 6, p.1371~1377.

Google Scholar

[11] A. Pollice, V. Tandoi and C. Lestingi. Water Research. Vol. 36 (2002) No. 10, p.2541~2546.

Google Scholar

[12] H.J. Guo, F. Ma and Y.L. Shen. Techniques and Equipment for Environmental Pollution Control, Vol. 7 (2006) No. 1, p.37~41 (in chinese).

Google Scholar

[13] Voleke. E I p, Van Loosdreeht M M C and Vanrollegh-em p A. Med Fae Landbouww UnivGen, Vol. 67 (2002) No. 4, p.209~212.

Google Scholar

[14] T. Liu, D. Li and H.P. Zeng. Environmental Science, Vol. 34 (2013) No. 2, p.773~780 (in chinese).

Google Scholar

[15] J.S. Guo, G.H. Yang and F. Fang. Chinese Journal of Environmental Engineering, Vol. 3 (2009) No. 1, p.22~26 (in chinese).

Google Scholar