Abstract
The performance of a pilot-scale biological nutrient removal process has been evaluated for 336 days, receiving the real municipal wastewater with a flowrate of 6.8 m3/d. The process incorporated an intermittent aeration reactor for enhancing the effluent quality, and a nitrification reactor packed with the porous polyurethane foam media for supporting the attached-growth of microorganism responsible for nitrification. The observation shows that the process enabled a relatively stable and high performance in both organics and nutrient removals. When the SRT was maintained at 12 days, COD, nitrogen, and phosphorus removals averaged as high as 89% at a loading rate of 0.42-3.95 kg COD/m3 d (corresponding to average influent concentration of 304 mg COD/L), 76% at the loading rate of 0.03-0.27 kg N/m3 d (with 37.1 mg TN/L on average), and 95% at the loading rate of 0.01-0.07 kg TP/m3 d (with 5.4 mg TP/L on average), respectively.
| Original language | English |
|---|---|
| Pages (from-to) | 3180-3184 |
| Number of pages | 5 |
| Journal | Bioresource Technology |
| Volume | 100 |
| Issue number | 13 |
| DOIs | |
| State | Published - Jul 2009 |
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
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SDG 14 Life Below Water
Keywords
- Biological nutrient removal
- Municipal wastewater treatment
- Nitrification
- Nitrogen
- Phosphorus
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