Abstract
In this study, a four-stage biological aerated filter (BAF) system was proposed for the enhancement of nitrogen removal in the treatment of low carbon-to-nitrogen ratio (C/N ratio) municipal wastewater. Laboratory experiments were conducted at two different hydraulic retention times (HRTs), i.e., 3 h and 6 h. Results of the long-term operation of the BAF system showed that its overall NH4-N removal performance was stable with the removal efficiency of 95-96% on average, regardless of HRT applied. The effectiveness of the proposed BAF was observed in denitrification performance. At the total chemical oxygen demand (TCOD) to total kjeldahl nitrogen (TKN) ratio of 3:6, the effluent NO3-N concentration of denitrification column was 2.7 mg/L. It was concluded that the four-stage BAF system proposed in this study was excellent in nitrogen removal performance by employing four-column functioning as sorption, nitrification, denitrification and purification, respectively.
| Original language | English |
|---|---|
| Pages (from-to) | 729-735 |
| Number of pages | 7 |
| Journal | Process Biochemistry |
| Volume | 43 |
| Issue number | 7 |
| DOIs | |
| State | Published - Jul 2008 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 6 Clean Water and Sanitation
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SDG 11 Sustainable Cities and Communities
Keywords
- Biological aerated filter
- Denitrification
- Hydraulic retention time
- Low carbon-to-nitrogen ratio
- Municipal wastewater
- Nitrogen removal
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