
Water Science & Technology Vol 55 No 1-2 pp 917 © IWA Publishing 2007 doi:10.2166/wst.2007.025
Nitrification and denitrification in partially aerated biological aerated filter (BAF) with dual size sand media
J.H. Ha and S.K. Ong
Department of Civil, Construction and Environmental Engineering, Iowa State University, Ames, , Iowa, 50011 USA (E-mail: jhha@iastate.edu; skong@iastate.edu)
ABSTRACT
A 104-mm (4-inch) diameter pilot-scale biological aerated filter (BAF) with a media depth of 2.5 m (8.3 feet) was operated with an anaerobic, anoxic and oxic zone at a temperature of 23°C. The medium for the anaerobic and anoxic zones was 10 mm diameter sand while the medium for the oxic zone was 5 mm diameter sand. The influent sCOD and total nitrogen concentrations in the feedwater were approximately 250 mg/L and 35 mg N/L, respectively. sCOD removal at optimum hydraulic retention time (HRT) of 3 h with recirculation rates of 100, 200 and 300% in the column was above 96%. Nitrification was found to be more than 96% for 3 h HRT at 200 and 300% recirculation. Total nitrogen removal was consistent at more than 80% for 4 and 6 h HRT at 300% recirculation. For 3 h HRT and 300% recirculation, total nitrogen removal was approximately 79%. The ammonia loading rates for maximum ammonia removed were 0.15 and 0.19 kg NH3-N/m3-day for 100 and 200% recirculation, respectively. The experimental results demonstrated that the BAF can be operated at an HRT of 3 h with 200300% recirculation rates with more than 96% removal of sCOD and ammonia and at least 75% removal of total nitrogen.
Keywords: Biological aerated filter; denitrification; hydraulic loading rate; nitrification; NPDES; recirculation
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