Study on Nitrite Accumulation in Biological Aerated Filter Treating Municipal Wastewater

Article Preview

Abstract:

The nitrite accumulation in Biological Aerated Filter (BAF) treating simulated municipal wastewater was investigated and the possibility of nitrous nitrification in low ammonia wastewater treatment was discussed. The results indicate that the lower concentration of DO was of advantage to the formation of the nitrite accumulation. When the concentration of DO was controlled to less than 0.5 mg/L, the nitrite accumulation rate can improved significantly to the maximum over 80%. By adjusting pH, nitrite accumulation can take place in BAF. When the influent pH value was 6.5 to 7, the highest nitrite accumulation rate was 57%. But long-term stable nitrite accumulation cannot be obtained only through changing influent pH value. The increasing of hydraulic loading can contribute to nitrite accumulation. When the hydraulic loading was enhanced to 10 m3/(m2•h) , the average nitrite accumulation rate can be increased by 52.5 times. When concentration of DO was 1.0 to 1.5, influent pH was 6.5 to 7 and the filtration rate was 5 m/h, the nitrite accumulation of BAF reactor was of good stability. During 60 days’ running, the nitrite accumulation rate can keep at 65% to 75% stably and obvious nitrous nitrification was found.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2960-2964

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Feng, Y.C., Wang, J.L. and Qian, Y. Developments of novel technology for biological nitrogen removal from wastewater [J]. Microbiology, 2001,28(4):88–91

Google Scholar

[2] Yuan, L.J., Peng, D.C. and Wang, Z.Y. Short-cut nitrification and denitrification [J]. China Water & Wastewater, 2000,16(2):29–31 (In Chinese)

Google Scholar

[3] Pujol R, Hamon M, Kandel X, et al. Biofilters: flex ible, reliable biolog ical reactors[J]. Wat Sci Tech, 1994, 29(10-11) : 33-38

DOI: 10.2166/wst.1994.0742

Google Scholar

[4] Mendoza-Espinosa L, Stephenson T. A review of biological aerated filters(BAF) for wastewater treatment[J]. Environ Eng Sci, 1999,16(3):201-216

DOI: 10.1089/ees.1999.16.201

Google Scholar

[5] Clark T, Stephenson T, Pearce PA. Phosphorus Removal by Chemical Precipitation in a Biological Aerated Filter[J]. Wat Res, 1997, 31(10):2557-2563

DOI: 10.1016/s0043-1354(97)00091-2

Google Scholar

[6] State Environmental Protection Administration of China. Analysis methods for the Examination of Water and Wastewater(4rd), Beijing: China Environmental Science Press, 2002 (In Chinese)

Google Scholar

[7] Hanaki K,wantawin C,Ohgak. Nitrification at low levels of dissolved oxygen with and without organic loading in a suspenden growth reactor[J]. Wat Res,1990,24(3):297-302

DOI: 10.1016/0043-1354(90)90004-p

Google Scholar

[8] Groeneweg J, Sellner B , Tappe W. Ammonia oxidation in nitrosomonas at NH3 concentrations near km:effects of pH and temperature[J].Wat Res, 1994,28(12): 2561-2565

DOI: 10.1016/0043-1354(94)90074-4

Google Scholar