Abstract
The investigations were focused on the determination of the most favorable amount of leachates treated along with a synthetic sewage in a membrane bioreactor. The leachates percentage share was changed over a range of 3-40 vol%. COD and BOD5 of the leachates varied from 3,000 to 3,500 mg/dm3 and from 170 to 280 mg/dm3 respectively. The leachates were characterized by a high concentration of ammonia nitrogen (over 1,000 mg/dm3) and low BOD5/COD ratio (0.06 in average), which indicated their negligible susceptibility to biodegradation. The concentration of activated sludge in the membrane bioreactor was maintained within 3.5-4.0 g/dm3, the sludge load with contaminants reached the level of 0.1 gCOD/gDMd while the oxygen concentration in the aeration tank was 4.0 mgO2/dm3. The system operated in a 12-h cycle. The degree of impurities removal was assessed analyzing changes in the following indicators: COD, BOD5, TOC, N-NO-3, N-NH+4, Ptot. The results revealed that the volume of leachates in the treated mixture of sewage should not exceed 10 vol%. All the tests showed a decrease in COD and BOD5 of around 90%. The only indicator which exceeded the permissible value was nitrate nitrogen. Thus, the leachates purified by activated sludge were additionally treated by reverse osmosis
| Original language | English |
|---|---|
| Pages (from-to) | 16-20 |
| Number of pages | 5 |
| Journal | Desalination and Water Treatment |
| Volume | 14 |
| Issue number | 1-3 |
| DOIs | |
| Publication status | Published - Feb 2010 |
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 12 Responsible Consumption and Production
Keywords
- Activated sludge
- Landfill leachate
- Membrane bioreactor
- Reverse osmosis
ASJC Scopus subject areas
- Water Science and Technology
- Ocean Engineering
- Pollution
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