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Continuous fill intermittent decant type sequencing batch reactor application to upgrade the UASB treated sewage

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Abstract

The performance of continuous flow intermittent decant type sequencing batch (CFID) reactor treating the effluent of an UASB reactor treating domestic wastewater and operated at 8 h hydraulic retention time (HRT) was investigated. The CFID was operated at three different HRTs (22, 8 and 6 h) and three different dissolved oxygen (DO) patterns (<0.5, 2.5–3.5 and 3.5–4.5 mg/L). The highest effluent quality was observed at the 8 h HRT and 2.5–3.5 mg/L DO concentration. At this operational condition, the average BOD, TSS, ammonia nitrogen and fecal coliform removal efficiencies were 83, 90, 74 and 99 %, respectively. The CFID is a promising post-treatment option for existing UASB systems, with a final effluent quality that comply with receiving water and effluent reuse criteria.

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References

  1. Khan AA, Gaur RZ, Tyagi VK, Khursheed A, Lew B, Kazmi AA, Mehrotra I (2011). Sustainable options of post treatment of UASB effluent treating sewage: a review. Resour Conserv Recycl 55(12):1232–1251

    Google Scholar 

  2. Khan AA (2011) Post treatment of UASB effluent: aeration and variant of ASP; Ph.D. Thesis, Indian Institute of Technology, Roorkee, India

  3. Aiyuk S, Amoako J, Raskin L, van Haandel A, Verstraete W (2004) Removal of carbon and nutrients from domestic wastewater using a low investment, integrated treatment concept. Water Res 38:3031–3042

    Article  CAS  Google Scholar 

  4. Chernicharo CAL, Nascimento MCP (2001) Feasibility of a pilot-scale UASB/trickling filter system for domestic sewage treatment. Water Sci Technol 44(4):221–228

    CAS  Google Scholar 

  5. Tawfik A, Klapwijk B, El-Gohary F, Lettinga G (2002) Treatment of anaerobically treated domestic wastewater using rotating biological contactor. Water Sci Technol 45(10):371–376

    CAS  Google Scholar 

  6. Tawfik A, Klapwijk B, El-Gohary F, Lettinga G (2001) Treatment of anaerobically pretreated domestic sewage by a rotating biological contactor. Water Res 36(1):147–155

    Article  Google Scholar 

  7. Goncalves RF, Araujo VL, Chernicharo CAL (1998) Association of a UASB reactor and a submerged aerated biofilter for domestic sewage treatment. Water Sci Technol 38(8–9):189–195

    CAS  Google Scholar 

  8. Goncalves RF, de Araujo VL, Bof VS (1999) Combining upflow anaerobic sludge blanket (UASB) reactors and submerged aerated biofilters for secondary domestic wastewater treatment. Water Sci Technol 40(8):71–79

    Article  CAS  Google Scholar 

  9. Reali MAP, Penetra RG, Carvalho ME (2001) Flotation technique with coagulant and polymer application applied to the post-treatment of effluents from anaerobic rector treating sewage. Water Sci Technol 44(4):205–212

    CAS  Google Scholar 

  10. Tandukar M, Ohashi A, Harada H (2007) Performance comparison of a pilot-scale UASB and DHS system and activated sludge process for the treatment of municipal wastewater. Water Res 41(4):2697–2705

    Article  CAS  Google Scholar 

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

    Article  Google Scholar 

  12. Torres P, Foresti E (2001) Domestic sewage treatment in a pilot system composed of UASB and SBR reactors. Water Sci Technol 44(4):247–253

    CAS  Google Scholar 

  13. Moawad A, Mahmoud UF, El-Khateeb MA, El-Molla E (2009) Coupling of sequencing batch reactor and UASB reactor for domestic wastewater treatment. Desalination 242:325–335

    Article  CAS  Google Scholar 

  14. Mbuligwe SE (2004) Comparative effectiveness of engineered wetland systems in the treatment of anaerobically pre-treated domestic wastewater. Ecol Eng 23:269–284

    Article  Google Scholar 

  15. Tandukar M, Ohashi A, Harada H (2007) Performance comparison of a pilot scale UASB and DHS and activated sludge process for treatment of municipal wastewater. Water Res 41(4):2697–2705

    Article  CAS  Google Scholar 

  16. von Sperling M, Freire VH, Chernicharo CAL (2001) Performance evaluation of a UASB-activated sludge system treating municipal wastewater. Water Sci Technol 43(11):323–328

    Google Scholar 

  17. von Sperling M, Mascarenhas LCAM (2005) Performance of very shallow ponds treating effluents from UASB reactors. Water Sci Technol 12(51):83–90

    Google Scholar 

  18. Khan AA, Gaur RZ, Lew B, Diamantis V, Mehrotra I, Kazmi AA (2011) UASB/flash aeration enable complete treatment of municipal wastewater for reuse. Bioprocess Biosyst Eng 35(6):907–913. doi:10.1007/s00449-011-0675-z

  19. Lettinga G, Roersma R, Grin P, de Zeeuw W, Hulshoff Pol L, van Velsen L, Hovma S, Zeeman G (1981) Anaerobic treatment of sewage and low strength waste waters. In: Proceedings of the second international symposium on anaerobic digestion, Travemunde, Germany, pp 271–291

  20. APHA, AWWA, WEF (1998) Standards methods for the examination of water and wastewater. 20th edition, American Public Health Association, American Water Works Association and Water Environmental Federation, Washington, DC, USA

  21. Ozer C, Yassar S, Metin K, Demiroz K, Yigit NO, Kitis M (2008) Effect of cycle time on biodegradation of azo dye in sequencing batch reactor. Process Saf Environ Protect 86:455–460

    Article  Google Scholar 

  22. Martins Antonio MP, Pagilla K, Heijnen JJ, Mark CM, Loosdrechta van (2003) Filamentous bulking sludge—a critical review. Water Res. doi:10.1016794-811

    Google Scholar 

  23. Metcalf and Eddy (2003) Wastewater engineering treatment and reuse, 3rd edn. Tata McGraw Hill, New Delhi

    Google Scholar 

  24. Arceivala SJ (2001) Wastewater treatment for pollution control, 2nd edn. Tata McGraw Hill, New Delhi

    Google Scholar 

  25. Khan AA, Gaur RZ, Lew B, Mehrotra I, Kazmi AA (2011) Effect of aeration on the quality of effluent from UASB reactor treating sewage. J Environ Eng ASCE 137(6):464–471

    Article  CAS  Google Scholar 

  26. Draaijer H, Maas JAW, Schaapman JE, Khan A (1992) Performance of the 5 MLD UASB reactor for sewage treatment at Kanpur, India. Water Sci Technol 25(7):123–133

    CAS  Google Scholar 

  27. Chen KY, Morris JC (1972) Kinetics of oxidation of aqueous sulfide by O2. Environ Sci Technol 6(6):529–537

    Article  CAS  Google Scholar 

  28. Eckenfelder WW (1989) Industrial pollution control. McGraw Hill, Singapore

    Google Scholar 

  29. Hegazy Talaat A, Abdel-Magied MA, Al-Asmar A, Ibrahim MS (2011) Environmental studies of domestic wastewater treatment using integrated anaerobic/aerobic system. J Am Sci 7(3):485–492

    Google Scholar 

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Acknowledgments

The authors would like to thank Prof. Marvyn C. Goronszy, for his critical suggestions and comments made during this study. The authors also extend thanks to the Petroleum Conservation Research Association, an autonomous body of Ministry of Petroleum & Gas, Govt. of India, New Delhi, India for financial supports.

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Authors and Affiliations

  1. Department of Civil Engineering, IIT Roorkee, Roorkee, 246447, India

    Abid Ali Khan, Rubia Zahid Gaur, Indu Mehrotra & A. A. Kazmi

  2. Department of Environmental Engineering, Democritus University of Thrace, Xanthi, Greece

    Vasileios Diamantis

  3. The Volcani Center, Institute of Agriculture Engineering, Beit Dagan, 50250, Israel

    Beni Lew

  4. Department of Civil Engineering, Ariel University Center of Judea and Samaria, Ariel, 40700, Israel

    Beni Lew

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  1. Abid Ali Khan
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  2. Rubia Zahid Gaur
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  3. Vasileios Diamantis
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  4. Beni Lew
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  5. Indu Mehrotra
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  6. A. A. Kazmi
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Correspondence to Abid Ali Khan.

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Khan, A.A., Gaur, R.Z., Diamantis, V. et al. Continuous fill intermittent decant type sequencing batch reactor application to upgrade the UASB treated sewage. Bioprocess Biosyst Eng 36, 627–634 (2013). https://doi.org/10.1007/s00449-012-0831-0

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  • DOI: https://doi.org/10.1007/s00449-012-0831-0

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