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Simultaneous ammonium and nitrate removal by a modified intermittently aerated sequencing batch reactor (SBR) with multiple filling events

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Optimized methods for simultaneous removal of nitrate, nitrite and ammonium are important features of nutrient removal. Nitrogen removal efficiency in an intermittently aerated sequencing batch reactor (IA-SBR) with multiple filling events was studied. No external carbon source was added and three filling events were considered. Oxidationreduction potential (ORP) and pH curve at solids retention time (SRT) of 20 d were analyzed. Effects of three organic loading rates (OLR), 0.67, 1.0 and 1.5 kgCOD/m3d, and three nitrogen loading rates (NLR), 0.054, 0.1 and 0.15 kgN/m3d, on nitrogen removal were studied. Nitrate Apex in pH curve and Nitrate Knee in ORP profile indicated that the end of denitrification would be achieved sooner. The kinetic coefficients of endogenous decay (kd) and yield (Y) were identified to evaluate heterotrophic specific denitrification rate (SDNRb). In period 2 at NLR of 0.054 kgN/m3d and considering 2 anoxic and 3 aerobic phases, nitrogen removal efficiency was 91.43%.
Rocznik
Strony
72--80
Opis fizyczny
Bibliogr. 28 poz., rys., tab.
Twórcy
autor
  • Islamic Azad University, Department of Environmental Engineering, Science and Research Branch, Tehran, Iran, Postal code: 1477893855
  • Sharif University of Technology, Department of Chemical and Petroleum Engineering, Tehran, Iran, Postal code: 11365/8639
  • Islamic Azad University, Department of Environmental Engineering, Science and Research Branch, Tehran, Iran, Postal code: 1477893855
autor
  • Ahvaz Jundishapur University of Medical Sciences, Environmental Technologies Research Center, Ahvaz, Iran, Postal code: 6135715794
Bibliografia
  • 1. Ferreira, J.G., Andersen, J.H., Borja, A., Bricker, S.B., Camp, J., Cardoso Da Silva, M., Garcés, E., Heiskanen, A.S., Humborg, C., Ignatiades, L., Lancelot, C., Mensegun, A., Tett, P., Hoepffner, N. & Claussen, U. (2011). Overview of eutrophication indicators to assess environmental status within the European Marine Strategy Framework Directive. Estuar. Coast. Shelf. S. 93(2), 117-131. DOI: 10.1016/j.ecss.2011.03.014.
  • 2. Chislock, M.F., Doster, E., Zitomer, R.A. & Wilson, A.E. (2013). Eutrophication: causes, consequences, and controls in aquatic ecosystems. Nat. Educ. Know. 4(4), 10.
  • 3. Yanga, S., Yang, F., Fu, Z., Wang, T. & Lei, R. (2010). Simultaneous nitrogen and phosphorus removal by a novel sequencing batch moving bed membrane bioreactor for wastewater treatment. J. Hazard. Mater. 175, 551-557. DOI: 10.1016/j.jhazmat.2009.10.040.
  • 4. Metcalf & Eddy. (2003). Wastewater engineering: Treatment and reuse (4th ed.). Boston, USA: McGraw-Hill.
  • 5. Zhou, Y., Oehmen, A., Lim, M., Vadivelu, V. & NG, W.J. (2011). The role of nitrite and free nitrous acid (FNA) in wastewater treatment plants. Water Res. 45(15), 4672-4682. DOI: 10.1016/j.watres.2011.06.025.
  • 6. Ding, D., Feng, C., Jin, Y., Hao, C., Zhao, Y. & Suemura, T. (2011). Domestic sewage treatment in a sequencing batch biofilm reactor (SBBR) with an intelligent controlling system. Desalination 276(1-3), 260-265. DOI: 10.1016/j.desal.2011.03.059.
  • 7. Jungles, M.K., Campos, J.L. & Costa, R.H.R. (2014). Sequencing batch reactor operation for treating wastewater with aerobic granular sludge. Braz. J. Chem. Eng. 31(1), 27-33. DOI: http://dx.doi.org/10.1590/S0104-66322014000100004
  • 8. United States Environmental Protection Agency (USEPA). (1999). Wastewater technology fact sheet: Sequencing batch reactors, EPA 832-F-99-073.
  • 9. Singh, M. & Srivastava, R.K. (2011). Sequencing batch reactor technology for biological wastewater treatment: a review. Asia-Pac. J. Chem. Eng. 6(1), 3-13. DOI: 10.1002/apj.490.
  • 10. Venkata Mohan, S., Chandrashekara Rao, N., Krishna Prasad, K., Madhavi, B.T.V. & Sharma, P.N. (2005). Treatment of complex chemical wastewater in a sequencing batch reactor (SBR) with an aerobic suspended growth configuration. Process Biochem. 40(5), 1501-1508. DOI: 10.1016/j.procbio.2003.02.001.
  • 11. Lim, J.W., Seng, C.E., Lim, P.E., Ng, S.L. & Ahmed Sujari, A.N. (2011). Nitrogen removal in moving bed sequencing batch reactor using polyurethane foal cubes of various sizes as carrier materials. Bioresour. Technol. 102(21), 9876-9883. DOI: 10.1016/j.biortech.2011.08.014.
  • 12. Uemoto, H., Shoji, T. & Uchida, S. (2014). Biological filter capable of simultaneous nitrification and denitrification for Aquatic Habitat in International Space Station. Life Sci. Space Res. 1, 89-95. DOI: 10.1016/j.lssr.2014.02.002.
  • 13. Kampschreur, M.J., Temmink, H., Kleerebezem, R., Jetten, M.S.M. & van Loosdrecht, M.C.M. (2009). Nitrous oxide emission during wastewater treatment. Water Res. 43(17), 4093-4103. DOI: 10.1016/j.watres.2009.03.001.
  • 14. Guo, J., Yang, Q., Peng, Y., Yang, A. & Wang, H. (2007). Biological nitrogen removal with real-time control using step-feed SBR technology. Enzyme Microb. Tech. 40(6), 1564-1569. DOI: 10.1016/j.enzmictec.2006.11.001.
  • 15. Kulkarni, P. (2013). Nitrophenol removal by simultaneous nitrification denitrification (SND) using T. pantotropha in sequencing batch reactors (SBR). Bioresour. Technol. 128, 273-280. DOI: 10.1016/j.biortech.2012.10.054.
  • 16. United States Environmental Protection Agency (USEPA). (2013). Wastewater treatment fact sheet: external carbon sources for nitrogen removal, EPA 832-F-13-016.
  • 17. Vives, M.T. (2004). SBR Technology for Wastewater Treatment: Suitable Operational Conditions for a Nutrient Removal. Unpublished doctoral dissertation, University of Girona, Girona, Spain.
  • 18. Jun, L., Tao, Y., Xue-bin, L., Li-min, W. & Hui, Z. (2013). Effect of anaerobic time on biological nitrogen removal in a modified SBR. Desal. Water Treat. 51(19-21), 3691-3699. DOI: 10.1080/19443994.2013.782047.
  • 19. Won, S.G., Jeon, D.Y,, Kwag, J.H., Kim, J.D. & Ra, C.S. (2015). Nitrogen removal from milking center wastewater via simultaneous nitrification and denitrification using a biofilm filtration reactor. Asian Aus. J. Anim. Sci. 28(6), 896-902. DOI: http://dx.doi.org/10.5713/ajas.14.0839.
  • 20. Wang, J., Peng, Y., Wang, S. & Gao, Y. (2008). Nitrogen removal by simultaneous nitrification and denitrification via nitrite in a sequencing hybrid biological reactor. Chin. J. Chem. Eng. 16(5), 778-784. DOI: 10.1016/S1004-9541(08)60155-X.
  • 21. Whitacre, D.M. (Ed.). (2012). Reviews of environmental contamination and toxicology. Springer.
  • 22. Joss, A., Salzgeber, D., Eugster, J., König, R., Rottermann, K., Burger, S., Fabijan, P., Leumann, S., Mohn, J. & Siegrist, H. (2009). Full-scale nitrogen removal from digester liquid with partial nitritation and anammox in one SBR. Environ. Sci. Technol. 43(14), 5301-5306. DOI: 10.1021/es900107w.
  • 23. Su, J.J., Chang, Y.C. & Huang, S.M. (2014). Ammonium reduction from piggery wastewater using immobilized ammonium-reducing bacteria with a full-scale sequencing batch reactor on farm. Water Sci. Technol. 69(4), 840-846. DOI: 10.2166/wst.2013.787.
  • 24. Wett, B., Omari, A., Podmirseg, S.M., Han, M., Akintayo, O., Gómez Brandón, M., Nyhuis, G., Murthy, S., Bott, C., Hell, M., Takács, I., Nyhuis, G. & O’Shaughnessy M. (2013). Going for mainstream deammonifi cation from bench-to full scale for maximized resource effi ciency. Water Sci. Technol. 68(2), 283-289. DOI: 10.2166/wst.2013.150
  • 25. APHA. (1998). Standard methods for the examination of water and wastewater (20th ed.). Washington DC, USA: American Public Health Association/American Water Works Association/Water Environment Federation,
  • 26. Research department of environmental protection organization of Iran (DOE). (1994). Iranian effl uent discharge standards. Tehran, Iran.
  • 27. Mardani, S., Mirbagheri, A., Amin, M.M. & Ghasemian, M. (2011). Determination of biokinetic coefficients for activated sludge processes on municipal wastewater. Iran. J. Environ. Health Sci. Eng. 8(1), 25-34. DOI: 10.4103/2277-9183.170702.
  • 28. Won, S.G. & Ra, C.S. (2011). Biological nitrogen removal with a real-time control strategy using moving slope changes of pH(mV)- and ORP -time profiles. Water Res. 45(1), 171-178. DOI: 10.1016/j.watres.2010.08.030.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1d9b76e4-8aa5-4a88-a7de-fe81266a0d7b
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