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Treatment of domestic wastewater in an up-flow anaerobic sludge blanket reactor followed by moving bed biofilm reactor

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Abstract

The performance of a laboratory-scale sewage treatment system composed of an up-flow anaerobic sludge blanket (UASB) reactor and a moving bed biofilm reactor (MBBR) at a temperature of (22–35 °C) was evaluated. The entire treatment system was operated at different hydraulic retention times (HRT’s) of 13.3, 10 and 5.0 h. An overall reduction of 80–86% for CODtotal; 51–73% for CODcolloidal and 20–55% for CODsoluble was found at a total HRT of 5–10 h, respectively. By prolonging the HRT to 13.3 h, the removal efficiencies of CODtotal, CODcolloidal and CODsoluble increased up to 92, 89 and 80%, respectively. However, the removal efficiency of CODsuspended in the combined system remained unaffected when increasing the total HRT from 5 to 10 h and from 10 to 13.3 h. This indicates that, the removal of CODsuspended was independent on the imposed HRT. Ammonia-nitrogen removal in MBBR treating UASB reactor effluent was significantly influenced by organic loading rate (OLR). 62% of ammonia was eliminated at OLR of 4.6 g COD m−2 day−1. The removal efficiency was decreased by a value of 34 and 43% at a higher OLR’s of 7.4 and 17.8 g COD m−2 day−1, respectively. The mean overall residual counts of faecal coliform in the final effluent were 8.9 × 104 MPN per 100 ml at a HRT of 13.3 h, 4.9 × 105 MPN per 100 ml at a HRT of 10 h and 9.4 × 105 MPN per 100 ml at a HRT of 5.0 h, corresponding to overall log10 reduction of 2.3, 1.4 and 0.7, respectively. The discharged sludge from UASB–MBBR exerts an excellent settling property. Moreover, the mean value of the net sludge yield was only 6% in UASB reactor and 7% in the MBBR of the total influent COD at a total HRT of 13.3 h. Accordingly, the use of the combined UASB–MBBR system for sewage treatment is recommended at a total HRT of 13.3 h.

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References

  1. Halalsheh M (2002) Anaerobic pre-treatment of strong sewage. A proper solution for Jordan. PhD thesis, Environmental Technology Department, Wageningen University and Research Center, The Netherlands

  2. Sousa JT, de Foresti E (1996) Domestic sewage treatment in an up-flow anaerobic sludge blanket-sequencing batch reactor system. Water Sci Technol 33(3):73–84

    Article  Google Scholar 

  3. Bodík I, Kratochvíl K, Gapariková E, Hutňan M (2003) Nitrogen removal in an anaerobic baffled filter reactor with aerobic post-treatment. Bioresour Technol 86(1):79–84

    Article  Google Scholar 

  4. Goncalves R, Araujo V, Bof VS (1999) Combining up-flow anaerobic sludge blanket (UASB) reactors and submerged aerated biofilters for secondary domestic wastewater treatment. Water Sci Tech 40(8):71–79

    Article  CAS  Google Scholar 

  5. Aiyuk S, Forrez I, Lieven DK, van Haandel A, Verstraete W (2006) Anaerobic and complementary treatment of domestic sewage in regions with hot climates: a review. Bioresour Technol 97:2225–2241

    Article  CAS  Google Scholar 

  6. Castillo A, Cecchi F, Mata-Alvarez J (1997) A combined anaerobic–aerobic system to treat domestic sewage in coastal areas. Water Res 31(12):3057–3063

    Article  CAS  Google Scholar 

  7. A′lvarez JA, Armstrong E, Go′mez M, Soto M (2008) Anaerobic treatment of low-strength municipal wastewater by a two-stage pilot plant under psychrophilic conditions. Bioresour Technol 99:7051–7062

    Article  Google Scholar 

  8. Luostarinen S, Rintala J (2006) Anaerobic on-site black water and kitchen waste treatment using UASB-septic tanks at low temperatures. Water Sci Technol 54(2):143–149

    Article  CAS  Google Scholar 

  9. Ji M, Yu J, Chen H, Yue PL (2001) Removal of slowly biodegradable COD in combined thermophilic UASB and MBBR Systems. Environ Technol 22(9):1069–1079

    Article  CAS  Google Scholar 

  10. Wang XJ, Xia SQ, Chen L, Zhao JF, Renault NJ, Chovelon JM (2006) Nutrients removal from municipal wastewater by chemical precipitation in a moving bed biofilm reactor. Process Biochem 41:824–828

    Article  CAS  Google Scholar 

  11. Rusten B, Hem L, Ødegaard H (1995) Nitrification of municipal wastewater in moving bed biofilm reactors. Water Environ Res 67(1):75–86

    Article  CAS  Google Scholar 

  12. Hem L, Rusten B, Ødegaard H (1994) Nitrification in a moving bed biofilm reactor. Water Res 28:1425–1433

    Article  CAS  Google Scholar 

  13. Luostarinen S, Luste S, Valentı′n L, Rintala J (2006) Nitrogen removal from on-site treated anaerobic effluents using intermittently aerated moving bed biofilm reactors at low temperatures. Wat Res 40:1607–1615

    Article  CAS  Google Scholar 

  14. Rusten B, Mike PR, Siljudalen JG (1998) The innovative moving bed biofilm reactor/solids contact re-aeration process for secondary treatment of municipal wastewater. Water Environ Res 70(5):1083–1093

    Article  CAS  Google Scholar 

  15. Snedecor GW, Cochran WG (1980) Statistical methods. The Iowa state university press, Ames

    Google Scholar 

  16. Dupla M, Yves C, Serge P, Richard V, Mario J (2006) Design optimization of a self-cleaning moving-bed bioreactor for seawater denitrification. Water Res 40:249–258

    Article  CAS  Google Scholar 

  17. Zeeuw WJ de (1984) Acclimatization of anaerobic sludge for UASB reactor start-up. Ph-D thesis, Department of Environmental Technology, Wageningen University, The Netherlands

  18. APHA (2005) Standard methods for the examination of water and wastewater, 21st edn. American Public Health Association/American Water Works Association/Water Environment Federation, Washington DC

    Google Scholar 

  19. Elmitwalli TA, Soellner J, de Keizer A, Zeeman G, Bruning H, Lettinga G (2001) Biodegradability and change of physical characteristics of particles during anaerobic digestion of domestic sewage. Water Res 35(5):1311–1317

    Article  CAS  Google Scholar 

  20. Singh KS, Viraraghavan T (1998) Start up and operation of UASB reactors at 20 C for municipal wastewater treatment. J Ferment Bioeng 85(6):609–614

    Article  CAS  Google Scholar 

  21. Ioannis DM, Sotirios GG (2008) Restart of anaerobic filters treating low-strength wastewater. Bioresour Technol 99:3579–3589

    Article  Google Scholar 

  22. Metcalf and Eddy Inc (2003) In: Tcobanoglous G, Burton FL, Stensel HD (eds) Wastewater engineering: treatment and reuse, 4th edn. McGraw-Hill, New York

  23. Temmink H, Klapwijk A, de Korte KF (2001) Feasibility of the biofix—process for treatment of municipal wastewater. Water Sci Tech 43(1):241–249

    CAS  Google Scholar 

  24. Holman JB, Wareham DG (2005) COD, ammonia and dissolved oxygen time profiles in the simultaneous nitrification/denitrification process. Biochem Eng J 22(2):125–133

    Article  CAS  Google Scholar 

  25. Tawfik A, Klapwijk A, Van Buuren J, El-Gohary F, Lettinga G (2004) Physico-chemical factors affecting the E. coli removal in a rotating biological contactor (RBC) treating UASB effluent. Water Res 38:1081–1088

    Article  CAS  Google Scholar 

  26. Tawfik A, Ohashi A, Harada H (2006) The influence of physical-chemical and biological factors on the removal of faecal coliform through down flow hanging sponge (DHS) system treating UASB reactor effluent. Water Res 40(9):1877–1883

    Article  CAS  Google Scholar 

  27. Mahmoud N, Zeeman G, Gijzen H, Lettinga G (2004) Anaerobic stabilization and conversion of biopolymers in primary sludge. Effect of temperature and sludge residence time. Water Res 38(4):983–991

    Article  CAS  Google Scholar 

  28. Carlsson B, Hasselblad S, Plaza G, Martensson S, Lindberg GF (1997) Design and operation of a pilot scale activated sludge plant. Vatten 53(1):27–32

    CAS  Google Scholar 

  29. Kim Y, Mikawa K, Saito T, Tanaka K, Emori H (1997) Development of novel anaerobic/aerobic filter process for nitrogen removal using immobilized nitrifiers pellets. Water Sci Tech 36(12):151–158

    Article  CAS  Google Scholar 

  30. Tawfik A, Ohashi A, Harada H (2006) Sewage treatment in a combined up-flow anaerobic sludge blanket (UASB)—down-flow hanging sponge (DHS) system. Biochem Eng J 29(3):210–219

    CAS  Google Scholar 

  31. Sperling MV, Freire VH, Chernicharo CAD (2001) Performance evaluation of an UASB-activated sludge system treating municipal wastewater. Water Sci Tech 43(11):323–328

    Google Scholar 

  32. Coletti FJ, Povinelli J, Daniel LA (1997) Pos-tratamento por lodos ativados de efluentes provenientes de processos anaerobios de tratamento de esgoto sanitario; determinacao de constants cineticas. In: anais:19 congresso brasileiro de engenharia sanitaria e ambiental, for fo iguacu, set/97 (in Portuguese)

  33. Painter HA (1997) Microbial transformations of inorganic nitrogen. Prog Water Technol 8(4/5):3–11

    Google Scholar 

  34. Tawfik A, Klapwijk A, El-Gohary F, Lettinga G (2002) Treatment of anaerobically pre-treated domestic sewage by a rotating biological contactor. Water Res 36(1):47–155

    Article  Google Scholar 

  35. Randall CW, Barnard JL, Stensel HD (1992) Design and retrofit of wastewater treatment plants for biological nutrient removal. Water quality management library, vol 5. Technomic publishing company Inc, Lancaster, PA

    Google Scholar 

  36. Barber WP, Stuckey C (2000) Nitrogen removal in a modified anaerobic baffled reactor (ABR): 1, denitrification. Water Res 34(9):2413–2422

    Article  CAS  Google Scholar 

  37. Yingyu A, Fenglin Y, Hwee CC, Fook SW, Wu Bing (2008) The integration of methanogenesis with shortcut nitrification and denitrification in a combined UASB with MBR. Bioresour Technol 99:3714–3720

    Article  Google Scholar 

  38. Jun HB, Park SM, Park JK, Choi CO, Lee JS (2004) Nitrogen removal in an up-flow sludge blanket (USB) reactor combined by aerobic biofiltration systems. Water Sci Technol 49(5):191–197

    CAS  Google Scholar 

  39. Se′ las B, Lakel A, Andres Y, Le Cloirec P (2002) Wastewater reuse in on-site wastewater treatment: bacteria and virus movement in unsaturated flow through sand filter. Water Sci Technol 47(1):59–64

    Google Scholar 

  40. Bellamy WD, Hendricks DW, Logsdon GS (1985) Slow sand filtration: influences of selected process variables. J Am Water Well Assoc 12:62–66

    Google Scholar 

  41. Stevik TK, Aa K, Ausland G, Hanssen JF (2004) Retention and removal of pathogenic bacteria in wastewater percolating through porous media: a review. Water Res 38:1355–1367

    Article  CAS  Google Scholar 

  42. Sylvaine C, Yves A, Abdel L, Pierre Le C (2006) Bacteria removal in septic effluent: influence of biofilm and protozoa. Water Res 40:3109–3114

    Article  Google Scholar 

  43. Seghezzo L, Gutierrez MA, Trupiano AP, Figueroa ME, Cuevas CM, Zeeman G, Lettinga G (2002) The effect of sludge discharges and up-flow velocity on the removal of suspended solids in a UASB reactor treating settled sewage at moderate temperatures. In: Proceedings of the VII Latin-American work-shop and seminar on anaerobic digestion, Merida, Mexico, 22–25 October

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Tawfik, A., El-Gohary, F. & Temmink, H. Treatment of domestic wastewater in an up-flow anaerobic sludge blanket reactor followed by moving bed biofilm reactor. Bioprocess Biosyst Eng 33, 267–276 (2010). https://doi.org/10.1007/s00449-009-0321-1

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