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Effect of Aeration Intensity on Simultaneous Nitrification and Denitrification Efficiency in the Submerged Moving Media Biofilm Process  

Kim, Jun-myoung (Department of Civil & Environmental engineering, Kongju National University)
Lee, Sang-min (Department of Environmental engineering, Kongju National University)
Lim, Kyeong-ho (Department of Civil & Environmental engineering, Kongju National University)
Kim, Il-gyou (Department of Civil & Environmental engineering, Kongju National University)
Kang, Ho (Department of Environmental engineering, Chungnam National University)
Publication Information
Abstract
Space separation method that use independent reactor for nitrification and other reactor for denitrification has been commonly used for biological nitrogen removal process like $A^2O$ process. However, this method needs large space and complicate pipelines and time separation method such as SBR process have a difficulty in continuous treatment. Thus biological nitrogen removal process which is capable of continuous treatment, easy opeation and space saving is urgently required. In this research, submerged moving media was used for a biofilm process and suspended sludge was used for biological nitrogen removal at the same time. In particular DO environment by controlling air flow rate was investigated for simultaneous nitrification/denitrification. Total nitrogen removal in aeration rate more than $67L/min{\cdot}m^3$ showed 51~53% and rose to 65%, 70% and 78% in $50L/min{\cdot}m^3$, $58L/min{\cdot}m^3$ and $25L/min{\cdot}m^3$ respectively. Total phosphorus removal was very low about 10~20% more than $67L/min{\cdot}m^3$ aeration rates. But total phosphorus removal roses when reduces aeration rate by $58L/min{\cdot}m^3$ low and it showed total phosphorus removal of 72% in aeration rate $25L/min{\cdot}m^3$.
Keywords
DO gradient; Nitrogen and phosphorus removal process; Simultaneous nitrification and denitrification; Submerged biofilm process;
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