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     Research Journal of Applied Sciences, Engineering and Technology


Experimental Study on Anoxic/Oxic Bioreactor and Constructed Wetland for Rural Domestic Wastewater Treatment

1, 2John Leju Celestino Ladu, 1Xiwu Lu and 1Ahmed Mohammed Osman
1Department of Environmental Science and Engineering, School of Energy and Environment, Southeast University, Nanjing, 210096, P.R. China
2Department of Environmental Studies, College of Natural Resources and Environmental Studies, University of Juba, Republic of South Sudan
Research Journal of Applied Sciences, Engineering and Technology  2014  2:354-363
http://dx.doi.org/10.19026/rjaset.7.262  |  © The Author(s) 2014
Received: April 19, 2013  |  Accepted: May 03, 2013  |  Published: January 10, 2014

Abstract

This study examined the removal of nutrients from the domestic wastewater through the application of integrated anoxic/oxic (A/O) bio-reactor and constructed wetland system. Influent and effluent samples were collected from the system and experimented for Chemical Oxygen Demand (COD), NH4+-N, NO3--N and TP in the laboratory. Different Hydraulic Retention Time (HRT) and recycle ratios were applied in the reactor to evaluate their influence on removal efficiency of nutrients. The temperature was controlled between 20 to 24°C and pH ranges was 7.6-8.1. The result revealed average COD removal efficiencies of 47, 68, 74, 83 and 85% at HRT of 1.5, 4, 2, 3 and 5 h. The average removal of NH4+-N was 60.3, 63.0, 64.4, 71 and 91.8 % operated with HRT of 2, 3, 5, 1.5 and 4 h, respectively. The average removal of NO3- -N was 92, 94, 95 and 97% run with HRT of 2, 1.5, 3, 5 and 4 h, respectively. The average removal of TP was 78, 85, 88 and 89% operated with HRT of 5, 3, 2 and 1 h. This system removed up to 74.1, 94.4 and 85% of NH4+-N, NO3- -N and TP with proper pH control using external source of alkalinity. The result showed the optimum recycle ratio of 3. The results obtained attest that, the integrated anoxic/oxic bioreactor and constructed wetland is feasible and efficient for wastewater treatment.

Keywords:

Alkalinity, denitrification, Hydraulic Retention Time (HRT), nitrification, recycle ratios,


References

  1. Eriksson, E., K. Auffarth, M. Henze and A. Ledin, 2002. Characteristics of grey wastewater. Urban Water, 4(1): 85-104.
    CrossRef    
  2. Gurung, A., W.C. Kang and S.E. Oh, 2011. Removal of nitrogen from anaerobically digested swine wastewater using an Anoxic/Oxic (A/O) process complemented with a sulfur-packed biofilter. Afr. J. Biotechnol., 10(48): 9831-9838.
    CrossRef    
  3. Ichinari, T., A. Ohtsubo, T. Ozawa, K. Hasegawa, K. Teduka, T. Oguchi and Y. Kiso, 2008. Wastewater treatment performance and sludge reduction properties of a household wastewater treatment system combined with an aerobic sludge digestion unit. Process. Biochem., 43: 722-728.
    CrossRef    
  4. Jefferson, B., A. Laine, S. Parsons, T. Stephenson and S. Judd, 1999. Technologies for domestic wastewater recycling. Urban Water, 1: 285-292.
    CrossRef    
  5. Jefferson, B., A.L. Laine, S.J. Judd and T. Stephenson, 2000. Membrane bioreactors and their role in wastewater reuse. Water Sci. Tech., 41(1): 197-204.
  6. Kadlec, R.H. and K.R. Reddy, 2001. Temperature effects in treatment wetlands. Water Environ. Res., 73: 543.
    CrossRef    PMid:11765990    
  7. Massoud, M.A., A. Tarhini and J.A. Nasr, 2009. Decentralized approaches to wastewater treatment and management: Applicability in developing countries. J. Environ. Manage., 90: 652-659.
    CrossRef    PMid:18701206    
  8. Min, T., H. Feng, X. Dong, L. Ming and W. Zhenbin, 2010. How artificial aeration improved sewage treatment of an integrated vertical-flow constructed wetland. Polish J. Environ. Stud., 191: 183-191.
  9. Nolde, E., 1999. Grey water reuse systems for toilet flushing in multi-storey building-over ten years experience in Berlin. Urban Water, 1: 275-284.
    CrossRef    
  10. Otterpohl, R. A. Albold and M. Oldenburg, 1999. Oldenburg, Source control in urban sanitation and waste management: ten systems with reuse of resources. Water Sci. Technol., 39(5): 153-160.
  11. Otterpohl, R., U. Braun and M. Oldenburg, 2003. Oldenburg, Innovative technologies for decentralised water, wastewater and biowaste management in urban and peri-urban areas. Water Sci. Technol., 48(11/12): 23-32.
    PMid:14753515    
  12. Pan, T., Z.L. Zhu, G.M. Xu and X.J. Chen, 2007. Vertical bio-filter technique for decentralized wastewater system in a case of Sino-German technical cooperation pilot project in Changzhou city. Proceeding of the 6th Ministers' Forum on Infrastructure Development in the Asia-Pacific Region and the 2nd International Conference for China Urban Water Development. China, pp: 700-706.
  13. Rim, J.M. and D.J. Han, 2000. Process development for nitrogen removal of swine waste. Water Sci. Technol., 42: 239-246.
  14. Tan, T.W. and H.Y. Ng, 2008. Influence of mixed liquor recycle ratio and dissolved oxygen on performance of pre-denitrification submerged membrane bioreactors. Water Res., 42: 1122-1132.
    CrossRef    PMid:17905406    
  15. Vanotti, M.B. and P.G. Hunt, 2000. Nitrification treatment of swine wastewater with acclimated nitrifying sludge immolized in polymer pellets. Am. Soc. Agric. Eng., 43: 405-413.
    CrossRef    
  16. Yoo, H., K.H. Ahn, H.J. Lee, K.H. Lee, Y.J. Kwak and K.G. Song, 1999. Nitrogen removal from synthetic wastewater by Simultaneous Nitrification and Denitrification (SND) via nitrite in an intermittently aerated reactor. Water Res., 33: 145-154.
    CrossRef    
  17. Zhang, L., C. Wei, K. Zhang, C. Zhang, Q. Fang and S. Li, 2009. Effects of temperature on simultaneous nitrification and denitrification via nitrite in a sequencing batch biofilm reactor. Bioprocess Biosyst. Eng., 32: 175-182.
    CrossRef    PMid:18521631    

Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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