The post-treatment of domestic sewage pretreated in a 6 m3 UASB was investigated in two high-rate anaerobic filter (AF) reactors operated in parallel. The difference between the two AF reactors was only the addition of cationic polymer to the second reactor (AF + P). The reactors were operated at low temperatures, ranged between 13 and 20 °C. The media in each AF reactor consisted of vertical sheets of reticulated-polyurethane foam (RPF) with knobs. The results demonstrated that the AF + P reactor (HRT = 3 h) with cationic polymer addition (2 mg/L) was an efficient system for post-treatment. The removal efficiencies for total, suspended, colloidal and dissolved COD were, respectively, 41, 86 and 76 and 12% in the AF + P reactor and they were, respectively, 80, 97, 77 and 66% in the UASB+ (AF + P) system. The removal of total, suspended and colloidal COD in the UASB+(AF + P) system were significantly higher than those achieved in the UASB + AF system. As hardly any nutrient was removed in the UASB+(AF + P) system, the effluent after pathogen removal is a valuable product for irrigation and fertilisation to close the water and nutrients cycle.
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Research Article|
May 01 2006
Low-temperature post-treatment of anaerobically treated-sewage in anaerobic filter with cationic-polymer addition
T.A. Elmitwalli;
*Department of Civil Engineering, Benha High Institute of Technology, P.O. Box 13512, Benha El-Gedida, Benha, Egypt
E-mail: t_elmitwalli@yahoo.com
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R. Raimundo;
R. Raimundo
**Sub-department of Environmental Technology, Wageningen University, P.O. Box 8129, 6700 EV Wageningen, The Netherlands
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K. Kujawa-Roelevel;
K. Kujawa-Roelevel
*Department of Civil Engineering, Benha High Institute of Technology, P.O. Box 13512, Benha El-Gedida, Benha, Egypt
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G. Zeeman
G. Zeeman
**Sub-department of Environmental Technology, Wageningen University, P.O. Box 8129, 6700 EV Wageningen, The Netherlands
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Water Sci Technol (2006) 53 (9): 177–184.
Citation
T.A. Elmitwalli, R. Raimundo, K. Kujawa-Roelevel, G. Zeeman; Low-temperature post-treatment of anaerobically treated-sewage in anaerobic filter with cationic-polymer addition. Water Sci Technol 1 May 2006; 53 (9): 177–184. doi: https://doi.org/10.2166/wst.2006.287
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