Application of pH, DO and OUR Control for Short-Cut Nitrification

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Abstract:

A sequencing batch reactor was employed to treat ammonia wastewater, the pH, DO and OUR were adopted to monitor the start of short-cut nitrification. The results showed that the start of short-cut nitrification was achieved in 31days, ammonia consumption rate was higher than 90% and nitrite accumulation rate was higher than 85%, when pH, DO and OUR were applied to monitor and determine the aeration time, under the condition of temperature was 30°C. With ammonia shock loading conditions, OUR curve couldn’t indicate the end of short-cut nitrification exactly. But real-time control using pH and DO could achieve a stable shortcut nitrification under steady stage and ammonia load shocking stage.

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Advanced Materials Research (Volumes 347-353)

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2112-2116

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ruiz G, Jeison D and Chamy R. Nitrification with high nitrite accumulation for the treatment of wastewater with high ammonia concentration. water research, Vol. 37(2003), P1371-1377.

DOI: 10.1016/s0043-1354(02)00475-x

Google Scholar

[2] Wang Jianlong, Yang Ning. Partial nitrfication under limited dissolved oxygen conditions. Process Biochemistry, Vol. 39(2004), P.1223–1229

DOI: 10.1016/s0032-9592(03)00249-8

Google Scholar

[3] Dong-Jin Kim, Dong-Ig Lee,Jurg Keller. Effect of temperature and free ammonia on nitrification and nitrite accumulation in landfill leachate and analysis of its nitrifying bacterial community by FISH. Bioresource Technology, Vol.97 (2006),P.459–468

DOI: 10.1016/j.biortech.2005.03.032

Google Scholar

[4] China State Environmental Protection Administration: Standard Methods  for Water and Wastewater Monitoring and Analysis, 4rd. Beijing:China invironmental science Press, 2002.

Google Scholar

[5] Irene Jubany, Javier Lafuente, Juan A. Baeza and Julian Carrera. Total and stable washout of nitrite oxidizing bacteria from a nitrifying continuous activated sludge system using automatic control based on Oxygen Uptake Rate measurements. Water research, Vol.43(2009), P.2761–2772.

DOI: 10.1016/j.watres.2009.03.022

Google Scholar

[6] Naohiro Kishida, Ju-hyun Kim, Meixue Chen,Hiroshi Sasaki, and Ryuichi Sudo. Effectiveness of Oxidation-Reduction Potential and pH as Monitoring and Control Parameters for Nitrogen Removal in Swine Wastewater Treatment by Sequencing Batch Reactors. Journal of Bioscience and Bioengineering. Vol. 96(2003),pp.285-290.

DOI: 10.1016/s1389-1723(03)80195-0

Google Scholar

[7] Guo Haijuan,Ma Fang, Shen Yaoliang. Effects of DO and pH on nitrosofication.Techniques and Equi pment for Environmental Polluti on Control. Vol. 7(2006), pp.37-63

Google Scholar

[8] Gao, Yongzhen Peng, Baikun Li and Hong Liang. Shortcut nitrification–denitrification by real-time control strategies. Bioresource Technology, V100(2009),p.2298–2300

DOI: 10.1016/j.biortech.2008.11.017

Google Scholar

[9] Jinwook Chung, Hojae Shim, Seong-Jun Park, Seung-Jin Kim, Wookeun Bae. Optimization of free ammonia concentration for nitrite accumulatioin shortcut biological nitrogen removal process. Bioprocess Biosyst Eng , Vol.28(2006),p.275–282.

DOI: 10.1007/s00449-005-0035-y

Google Scholar

[10] G..Ciudada,O.Rubilar,P.Munoza,G.Ruiz,R.Chamy,C.Vergara,D.Jeison. Partial nitrification of high ammonia concentration wastewater as a part of a shortcut biological nitrogen removal process. Process Biochemistry, Vol.40(2005),p.1715–1719.

DOI: 10.1016/j.procbio.2004.06.058

Google Scholar

[11] Anthonisen A.C, Loehr R.C, Prakasam TBS and Srinath EG. Inhibition of nitrification by ammonia and nitrous acid.J Water Pollut Control Fed, Vol.48(1976),P.835–852

Google Scholar

[12] Turk O, Mavinic DS. Benefits of using selective inhibition to remove nitrogen from highly nitrogenous wastes.Environ Technol Lett , Vol.8(1987),p.419–26

DOI: 10.1080/09593338709384500

Google Scholar