| 1. |
Lower construction cost and less space requirement. |
| |
The tank size can be reduced to 1/2-1/4 compared to other anaerobic/aerobic wastewater treatment process. |
| 2. |
Minimizing sludge treatment cost. |
| |
Waste activated sludge generated less than 1/10 compared to the conventional activated sludge process. |
| 3. |
Lower operation cost. |
| |
No aeration power required. Electric consumption is less than 1/5 compared to the conventional activated sludge process. |
| 4. |
Easy operation and maintenance. |
| |
Allows fully automated operation thanks to ease of the operation control. |
| 5. |
Denitrification and dephosphorization. |
| |
Circulated system provides efficient denitrification. Subsequent dephosphorization process can be added to the system to meet the future governmental requirements. |
| 6. |
Short erection/installation period up to start-up. |
| |
Module structure cuts the construction time, and the system can be quickly boosted up to full performance at installation. |
