Paper Titles

Effect of Na₃WO₃F₃ Content on the Liquidus Temperature of NaCl-KCl-Na₃WO₃F₃ Molten Salt System
p.159

Study on the Conditions of Oxidation of Nitrogen Dioxide and Nitrite by Manganese Dioxide
p.163

Study of Solubility of WO₃ in the NaCl-KCl-NaF-WO₃ Molten Salt
p.167

Effect of Temperature on Solubility of WO₃ in the NaCl-KCl-NaF-WO₃ Molten Salt
p.171

Nitrogen Removal with Nitrification and Denitrification via Nitrite
p.175

Study on Sulfur Retention Characteristics for Bio-Briquette
p.179

Performance of Sodium Chlorite/Urea on Simultaneous Desulfurization and Denitrification in a Rotating Packed Bed
p.183

Simultaneous Absorption of SO₂ and NO Using Sodium Chlorate/Urea Absorbent in a Rotating Packed Bed
p.187

The Conjecture of Obtain C₄H₆O⁺ Fragments by Cyclicketone Ion Excited State
p.191

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 908Nitrogen Removal with Nitrification and...

Nitrogen Removal with Nitrification and Denitrification via Nitrite

Article Preview

Abstract:

Biological nitrification and denitrification via nitrite pathway is technically feasible and economically favorable, especially when wastewater with high ammonium concentrations or low C/N ratios is treated. Therefore, it has attracted more and more attention. It is very important to maintain partial nitrification of ammonium to nitrite. In this paper, the factors that influence operation and efficiency of nitrification and denitrification via nitrite are discussed, including DO concentration, carbon source, aeration pattern, PH, temperature and high free ammonia. High ammonia concentration and temperature are prone to accomplish of short-cut nitrification and denitrification, but limit application in practice. Finally, the review discussed the future challenges for application of short-cut nitrification and denitrification.

You might also be interested in these eBooks

Materials Science, Environment Protection and Applied Research

Info:

Periodical:

Advanced Materials Research (Volume 908)

Pages:

175-178

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.908.175

Citation:

Cite this paper

Online since:

March 2014

Authors:

Jing Xiao*, Jin Hua Tang

Keywords:

Biological Nitrogen Removal, Carbon Source, Dissolved Oxygen (DO), Partial Nitrification-Denitrification, pH, Temperature

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] T.T.H. Hoa, L.N. Khanh, Z.J. Liu, T. Fujii, J.D. Rouse, K. Furukawa. Nitrogen removal by immobilized anammox sludge using PVA Gel as biocarrier: Jpn. J. Water Treat. Biol. Vol. 42 (2006), pp.139-149.

DOI: 10.2521/jswtb.42.139

[2] J.M. Regan, G.W. Harrington, D.R. Noguera. Ammonia- and nitrite-oxidizing bacterial communities in a pilot scale chloraminated drinking water distribution system: Appl Environ Microbiol. Vol. 68 (2002), pp.73-81.

DOI: 10.1128/aem.68.1.73-81.2002

[3] M.T.T. Lipponen, P.J. Martikainen, R.E. Vasara, K. Servomaa, O. Zacheus, M.H. Kontro. Occurrence of nitrifiers and diversity of ammonia-oxidizing bacteria in developing drinking water biofilms: Water Res. Vol. 38 (2004), pp.4424-4434.

DOI: 10.1016/j.watres.2004.08.021

[4] Y.Z. Peng, G. Zhu. Biological nitrogen removal with nitrification and denitrification via nitrite pathway: Appl. Microb. Biotechnol. Vol. 73 (2006), pp.15-26.

DOI: 10.1007/s00253-006-0534-z

[5] W. Bae & J.W. Chung. Optimal operational factors for nitrite accumulation in batch reactors: Biodegradation. Vol. 12 (2002), pp.359-366.

[6] D.U. Van, M.S.M. Jetten, M.C.M. Van Loosdrecht. The SHARON-Anammox- process for treatment of ammonium rich wastewater: Water Sci. Technol. Vol. 44 (2001), pp.153-160.

DOI: 10.2166/wst.2001.0037

[7] O. Turk & D.S. Mavinic . Stability of nitrite build-up in an activated sludge system: J. Water Pollut. Control Fed. Vol. 61 (1989), pp.1440-1448.

[8] Y.Y. An, F.L. Yang, H.C. Chua, F.S. Wong, B. Wu. The integration of methanogenesis with shortcut nitrification and denitrification in a combined UASB with MBR: Bioresource Technology. Vol. 99 (2008), pp.3714-3720.

DOI: 10.1016/j.biortech.2007.07.020

[9] Y.Z. Peng, S. Gao, S. Wang, L. Bai. Partial nitrification from domestic wastewater by aeration control at ambient temperature: Chinese J. Chem. Eng. Vol. 15 (2007), pp.115-121.

DOI: 10.1016/s1004-9541(07)60043-3

[10] T. Khin, A.P. Annachhatre. Novel microbial nitrogen removal processes: Biotechnol. Adv. Vol. 22 (2004), 519-532.

DOI: 10.1016/j.biotechadv.2004.04.003

[11] S. Philips, H.J. Laanbrock, W. Verstraete. Origin causes and effects of increased nitrite concentrations in aquatic environments. Reviews in Environmental Science and Bio/Technology. Vol. 1 (2002), pp.115-141.

DOI: 10.1023/a:1020892826575

[12] A. Guisasola, I. Jubany, J.A. Baeza, J. Carrera, J. Lafuente. Respirometric estimation of the oxygen affinity constants for biological ammonium and nitrite oxidation. J. Chem. Technol. Biotechnol. Vol. 80 (2005), pp.388-396.

DOI: 10.1002/jctb.1202

[13] Y.Z. Peng, Y. Chen, C.Y. Peng, M. Liu, S.Y. Wang, X.Q. Song, Y.W. Cui. Nitrite accumulation by aeration controlled in sequencing batch reactors treating domestic wastewater. Water Sci. Technol. Vol. 50 (2004), pp.35-43.

DOI: 10.2166/wst.2004.0603

[14] C. Picioreanu, M.C.M. van Loosdrecht, J.J. Heijnen. Modelling of the effect of oxygen concentration on nitrite accumulation in a biofilm airlift suspension reactor. Water Sci Technol. Vol. 36 (1997), pp.147-156.

DOI: 10.2166/wst.1997.0034

[15] F. Cecen and I.E. Gonenc. Nitrogen removal characteristics of nitrification and denitrification filters. Wat. Sci. Tech. Vol. 29 (1994), pp.409-416.

[16] A. Pollice, V. Tandoi, C. Lestingi. Influence of aeration and sludge retention time on ammonium oxidation to nitrite and nitrate. Water Res. Vol. 36 (2002), pp.2541-2546.

DOI: 10.1016/s0043-1354(01)00468-7

[17] G. Ruiz, D. Jeison, R. Chamy. Nitrification with high nitrite accumulation for the treatment of wastewater with high ammonia concentration. Water Res. Vol. 37 (2003), pp.1371-1377.

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

[18] R. Canziani, V. Emondi, M. Garavaglia, F. Malpei, E. Pasinetti, G. Buttiglieri. Effect of oxygen concentration on biological nitrification and microbial kinetics in a crossflow membrane bioreactor (MBR) and moving-bed biofilm reactor (MBBR) treating old landfill leachate. Journal of Membrane Science, Vol. 286 (2006).

DOI: 10.1016/j.memsci.2006.09.044

[19] T. Hidaka, H. Yamada, M. Kawamura, H. Tsuno. Effect of dissolved oxygen conditions on nitrogen removal in continuously fed intermittent-aeration process with two tanks. Water Sci Technol Vol. 45 (2002), pp.181-188.

DOI: 10.2166/wst.2002.0425

[20] H.S. Yoo, K.H. Ann, H.J. Lee, K.H. Lee, Y.J. Kwak, K.G. Song. Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification (SND) via nitrite in an intermittently aerated reactor. Water Res. Vol. 33 (1999).

DOI: 10.1016/s0043-1354(98)00159-6

[21] H.J. Yoon & D.J. Kim. Nitrification and nitrite accumulation characteristics of high strength ammonia wastewater in a biological aerated filter. J. Chem. Tech. Biotechnol. Vol. 78 (2003), pp.377-383.

[22] G. Camilla & D. Gunnel. Development of nitrification inhibition assays using pure cultures of Nitrosomonas and Nitrobacter. Water Res. Vol. 35(2001), pp.433-440.

DOI: 10.1016/s0043-1354(00)00312-2

[23] J.W. Mulder, M.C.M. van Loosdrecht, C. Hellinga, R. van Kempen. Full-scale application of the SHARON process for the treatment of rejection water of digested sludge dewatering. Water Sci Technol. Vol. 43 (2001), pp.127-134.

DOI: 10.2166/wst.2001.0675

[24] C. Helmer & S. Kunst. Simultaneous nitrification/denitrification in an aerobic biofilm system. Water Sci. Technol., Vol. 37(1998), pp.183-187.

DOI: 10.2166/wst.1998.0615

[25] P. Zheng, X.L. Xu, B.L. Hu. Novel theories and technologies of biological nitrogen removal. Science, Beijing, (2004).