Journal of Industrial and Engineering Chemistry, Vol.14, No.4, 520-525, July, 2008
Effect of cycle length and phase fraction on biological nutrients removal in temporal and spatial phase separated process
E-mail:
The objective of this research is to draw the optimal cycle length and evaluate the effect of the fraction of anoxic and anaerobic phases in a cycle maximizing the nutrients removal in a modified temporal and spatial phase separated process. A pilot-scale system operated at HRTs of 10.21 h, SRTs of 16.34 d, cycle times of 2.8 h, and mixed liquor temperature from 9 to 30 8C showed average removals of BOD, TN, and TP as high as 93, 79, and 86%, respectively. Higher nitrogen removal could be achieved for shorter cycle time, while better phosphorus removal could be accomplished for longer cycle time. Optimal cycle time for simultaneous removal of nitrogen and phosphorus conflicted with each other. The effect of ratio of cycle time to system HRTon system performance was also shown to have the same tendency as that of cycle time. Higher TN removal of phased isolation technology could be achieved relative to that of SBR as the cycle length became longer in the same HRT. As the fraction of anoxic/anaerobic phase in a cycle became larger, the removal efficiency of TN and TP simultaneously decreased because of the discharge of untreated ammonia nitrogen and released phosphorus.
Keywords:Phase separation;Cycle time;Phase fraction;Biological nutrients removal;Municipal wastewater
- Randall CW, Barnard JL, Stensel HD, Design and Retrofit of Wastewater Treatment Plants for Biological Nutrient Removal, Technomic Publishing, Lancaster, PA, 1992
- Grady CPL, Daigger GT, Lim HC, Biological Wastewater Treatment, 2nd edn., Marcel Dekker, New York, 1999
- Kim SJ, J. Ind. Eng. Chem., 11(1), 47 (2005)
- WEF, Wastewater Treatment Plant Design, IWA Publishing, Alexandria, VA, 2003
- Tran HT, Kim DH, Jia YH, Oh SJ, Ahn DH, J. Ind. Eng. Chem., 13(6), 985 (2007)
- Zeng RJ, Lemaire R, Yuan Z, Keller J, Water Sci. Technol., 50, 163 (2004)
- Irizar I, Suescun J, Plaza F, Larrea L, Water Sci. Technol., 48, 429 (2003)
- Stensel HD, Coleman TE, Technology Assessments: Nitrogen Removal Using Oxidation Ditches, WERF, Alexandria, VA, 2000
- Hughes JD, Holland R, Holbrook RD, in: Proceedings of the WEFTEC’ 95 68th Conference, Florida, 1995, pp. 95.110
- Einfeldt J, Water Sci. Technol., 25, 161 (1992)
- Abusam A, Keesman KJ, Spanjers H, Straten GV, Meinema K, Water Sci. Technol., 45, 151 (2002)
- Isaacs S, Water Sci. Technol., 35, 225 (1997)
- Potter TG, Koopman B, Svoronos SA, Wat. Res., 30, 142 (1996)
- APHA/AWWA/WEF, Standard Methods for the Examination of Water and Wastewater, 21st edn., APHA/AWWA/WEF, Washington, DC, 2000
- Manga J, Ferrer J, Seco A, Garcia-Uasch F, Water Sci. Technol., 47, 115 (2003)