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Effect of aeration on steady-state conditions in non- and partially aerated low-loaded biofilter

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Abstract

Excessive growth of biomass and retention of solids associated with air bubbles lead to bed clogging, which affects the biofilters’ performance. Two experiments were carried out in a submerged biofilter at the flow velocity of 0.5 m h−1, for an organic loading rate of 51 g C m−3 h−1 and a nitrogen loading rate of 13 g NH4-N m−3 h−1, one with the biofilter not aerated, the other with the biofilter partially aerated. The results showed that the higher head losses occurred in the upper section of the biofilter, where there was a greater biomass development and a higher removal of organic carbon, ammonia and solids, with the maximum allowed head loss being reached in 16 and 8 days. In any case, the steady-state conditions were achieved after 2 days and were interrupted on the tenth day of experiment E1 and on the fifth day of experiment E2. This allowed defining different operating cycles that enabled an average organic removal rate of 12.7 g C m−3 h−1 (27 %) and an average ammonia removal rate of 1.1 g NH4-N m−3 h−1 (9 %) without aeration, and of 35.8 g C m−3 h−1 (76 %) and 6.3 g NH4-N m−3 h−1 (51 %) with aeration. Regardless of the aeration conditions, more than 90 % of TOC and NH4-N removal occurred in the upper section. After the backwashing cycle, the biofilter returned to steady-state conditions in 6 h (without aeration) and 7 h (with aeration).

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References

  • Albuquerque A, Makinia J, Pagilla K (2009a) Investigation of nitrogen removal pathways in a biological packed bed reactor using elementary mass balances. In: WEF 2nd specialty conference on nutrient removal 2009: sustainable treatment solutions. Washington, USA 28 June–1 July. WEF, Alexandria, USA, pp 117–135

  • Albuquerque A, Oliveira J, Semitela S, Amaral L (2009b) Influence of bed media characteristics on ammonia and nitrate removal in shallow horizontal subsurface flow constructed wetlands. Bioresour Technol 100:6269–6277

    Article  CAS  Google Scholar 

  • Albuquerque A, Makinia J, Pagilla K (2011) Influence of aeration on nitrogen removal in a submerged biological aerated filter for residuals removal. In: WEF nutrient recovery and management 2011 conference. Miami, USA 9–12 January. WEF, Alexandria, USA, pp 931–944

  • APHA-AWWA-WEF (1999) Standard methods for the examination of water and wastewater, 20th edn. American Public Health Association, Washington DC, USA

  • Behera S, Rene E, Murthy D (2007) Performance of up-flow anoxic bioreactor for wastewater treatment. Int J Environ Sci Technol 4(2):247–252

    CAS  Google Scholar 

  • Buitrón G, Quezada M, Moreno G (2004) Aerobic degradation of the azo dye acid red 151 in a sequencing batch biofilter. Bioresour Technol 92(2):143–149

    Article  Google Scholar 

  • Chang Y, Henkel J, Meda A, Wagner M, Cornel P (2008) Greywater treatment for intra-urban water reuse—comparison of different treatment techniques. In: IWA conference on sanitation options in the Asia-Pacific. Hanoi, Vietnam, 18–20 November, IWA, London, UK

  • Coetzee M, Van der Merwe M, Badenhorst J (2011) The effect of nitrogen loading rates on nitrogen removal by using a biological filter proposed for ventilated improved pit latrines. Int J Environ Sci Technol 8(2):363–372

    CAS  Google Scholar 

  • Colt J, Lamoureux J, Pattersonc R, Rogers G (2005) Reporting standards for biofilter performance studies. Aquac Eng 34(3):377–388

    Article  Google Scholar 

  • Dang J, Harvey D, Lobbary A, Grady C Jr (1989) Evaluation of biodegradation kinetic with respirometric data. Res. J Water Pollut Control Fed 61(11/12):1711–1721

    CAS  Google Scholar 

  • Di Iaconi C, Ramadori R, Lopez A (2005) Aerobic granulation during the start up period of a periodic biofilter. In: Bath SE, De Kreuk MK (eds) Aerobic granular sludge. Water Environ Manag Ser, London, pp 25–34

    Google Scholar 

  • Farabegoli G, Chiavola A, Rolle E (2009) The biological aerated filter (BAF) as alternative treatment for domestic sewage. Optimization of plant performance. J Hazard Mater 171(1-3):1126–1132

    Article  CAS  Google Scholar 

  • Garzon-Zuniga M, Lessard P, Aubry G, Buelna G (2005) Nitrogen elimination mechanisms in an organic media aerated biofilter treating pig manure. Environ Technol 26:361–371

    Article  CAS  Google Scholar 

  • Gonçalves F, Oliveira F (1996) Improving the effluent quality of facultative stabilization ponds by means of submerged aerated biofilters. Water Sci Technol 33(3):145–152

    Article  Google Scholar 

  • Grady C Jr, Daigger G, Lim H (1999) Biological wastewater treatment, 2nd edn. Marcel Dekker, New York, p 1076

    Google Scholar 

  • Ha J, Ong S (2007) Nitrification and denitrification in partially aerated biological aerated filter (BAF) with dual size sand media. Water Sci Technol 55(1–2):9–17

    CAS  Google Scholar 

  • Ha J, Ong S, Surampallic R, Song J (2010a) Temperature effects on nitrification in polishing biological aerated filters (BAFs). Environ Technol 31(6):671–680

    Article  CAS  Google Scholar 

  • Ha J, Ong S, Surampalli R (2010b) Impact of media type and various operating parameters on nitrification in polishing biological aerated filters. Environ Eng Res 15(2):79–84

    Article  Google Scholar 

  • He S, Xue G, Kong H (2007) The performance of BAF using natural zeolite as filter media under conditions of low temperature and ammonium shock load. J Hazard Mater 143:291–295

    Article  CAS  Google Scholar 

  • Hidaka T, Tsuno H (2004) Development of a biological filtration model applied for advanced treatment of sewage. Water Res 38:335–346

    Article  CAS  Google Scholar 

  • ISO 9408 (1999) Qualité de l’eau—Évaluation, en milieu aqueux, de la biodégradabilité aérobie ultime des composés organiques par détermination de la demande en oxygène dans un respiromètre fermé. ICS: 13.060.70, International Standardisation Association

  • Lei G, Qi B, Wang Z, Wang J (2009) Treatment of municipal sewage by biological aerated filter (BAF) using burned clay pellet as media. Int J Environ Pollut 37(2–3):186–204

    Article  CAS  Google Scholar 

  • Liu F, Zhao C, Zhao D, Liu GH (2008) Tertiary treatment of textile wastewater with combined material biological aerated filter (CMBAF) at different hydraulic loadings and dissolved oxygen concentrations. J Hazard Mater 160:161–167

    Article  CAS  Google Scholar 

  • Liu B, Yan D, Wang Q, Li S, Yang S, Wu W (2009) Feasibility of a two-stage biological aerated filter for depth processing of electroplating-wastewater. Bioresour Technol 100:3891–3896

    Article  CAS  Google Scholar 

  • Liu Y, Yang T, Yuan D, Wu X (2010) Study of municipal wastewater treatment with oyster shell as biological aerated filter medium. Desalination 254:149–153

    Article  CAS  Google Scholar 

  • Mendoza-Espinosa L, Stephenson T (1999) A review of biological aerated filters for wastewater treatment. Environ Eng Sci 16:201–216

    Article  CAS  Google Scholar 

  • Osorio F, Hontoria E (2001) Optimization of bed material height in a submerged biological aerated filter. J Environ Eng 127(11):974–978

    Article  CAS  Google Scholar 

  • Osorio F, Torres J, Hontoria E (2006) Study of biological aerated filters for the treatment of effluents from the citrus industry. J Environ Sci Health Part A 41(12):2683–2697

    CAS  Google Scholar 

  • Ozis F, Bina A, Devinny S (2007) Biofilm growth-percolation models and channeling in biofilter clogging. J Air Waste Manag Assoc 57(8):882–892

    Article  Google Scholar 

  • Rabinovich S (2005) Measurement errors and uncertainties: theory and practice, 3rd edn. Springer, New York 308

    Google Scholar 

  • Rajakumar R, Meenambal T, Rajesh Banu J, Yeom I (2011) Treatment of poultry slaughterhouse wastewater in upflow anaerobic filter under low upflow velocity. Int J Environ Sci Technol 8(1):149–158

    CAS  Google Scholar 

  • Robinson A, Brignal W, Smith AJ (1994) Construction and operation of a submerged aerated filter sewage-treatment works. Water Environ J 8(2):215–227

    Article  Google Scholar 

  • Schulz J, Menningmann G (2008). Submerged fixed-bed reactors. In: Rehm H, Reed G (eds) Biotechnology: environmental processes I. Vol 11a, 2nd edn. Wiley, Weinheim

  • Soewondo P, Yulianto A (2008) The effect of aeration mode on submerged aerobic bio filter reactor for grey water treatment. J Appl Sci Environ Sanit 3(3):169–175

    Google Scholar 

  • Stephenson T, Pollard S, Cartmell E (2003) Feasibility of biological aerated filters (BAF) for leachate treatment. In: 9th international waste management and landfill symposium. S. Margherita di Pula, Cagliari, Italy, 6–10 October, CISA, Italy

  • Taghizadeh M, Torabian A, Borghei M, Hassani A (2007) Feasibility study of water purification using vertical porous concrete filter. Int J Environ Sci Technol 4(4):505–512

    Google Scholar 

  • Tchobanoglous G, Burton F, Stensel H (2002) Wastewater engineering. Treatment and reuse, 4th edn. McGraw-Hill, New York

    Google Scholar 

  • Villaverde S, Fdz-Polanco F, Garcia J (2000) Nitrifying biofilm acclimation to free ammonia in submerged biofilters: startup influence. Water Res 34(2):602–610

    Article  CAS  Google Scholar 

  • Visvanathan C, Nhien T (1995) Study on aerated biofilter process under high temperature conditions. Environ Technol 16(4):301–314

    Article  CAS  Google Scholar 

  • Xie W, Wang Q, Song G, Kondo M, Teraoka M, Ohsumi Y, Hiroaki I (2004) Upflow biological filtration with floating filter media. Proc Biochem 39(6):767–772

    Article  Google Scholar 

  • Yang J, Liu W, Li B, Yuan H, Tong M, Gao J (2010) Application of a novel backwashing process in upflow biological aerated filter. J Environ Sci 22(3):362–366

    Article  CAS  Google Scholar 

Download references

Acknowledgments

The authors also wish to extend their sincere gratitude to all who assisted in promoting the present work.

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Authors and Affiliations

  1. Department of Civil Engineering and Architecture, University of Beira Interior, Edificio 2 das Engenharias, Calcada Fonte do Lameiro, 6201-001, Covilha, Portugal

    A. Albuquerque

  2. Department of Civil Engineering, University of Granada, Campus de Fuentenueva, s/n, 18071, Granada, Spain

    A. González-Martínez & F. Osorio

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  1. A. Albuquerque
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  2. A. González-Martínez
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  3. F. Osorio
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Correspondence to A. Albuquerque.

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Albuquerque, A., González-Martínez, A. & Osorio, F. Effect of aeration on steady-state conditions in non- and partially aerated low-loaded biofilter. Int. J. Environ. Sci. Technol. 9, 395–408 (2012). https://doi.org/10.1007/s13762-012-0073-3

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  • DOI: https://doi.org/10.1007/s13762-012-0073-3

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