

| ESROTAE influent water |
Effluent | |
|---|---|---|
| BOD | 800 | 20 |
| SS | 300 | 20 |
Four set‘s of ESROTAE type II were initially installed.
As wastewater volume increased, four more set‘s of ESROTAE type II were extended, and it was made a total of eight set‘s of facilities.



| ESROTAE influent water |
Effluent | |
|---|---|---|
| BOD | 1000 | 300 |
| SS | 400 | 300 |
| n-Hex | 80 | 30 |
The existing treatment facility (tricking filter process) capacity was insufficient
Although there was not sufficient space, by combining types and simple placement, a small area could be utilized efficiently and stable treatment could be achieved.



| ESROTAE influent water |
Effluent | |
|---|---|---|
| BOD | 1600 | 600 |
| SS | 200 | 600 |
| n-Hex | 70 | 30 |
The wastewater was contaminated by a high concentration of oil and approximately 300mg/L by n-hexane. Treatment was not possible at the existing facilities.
A retention period was created in the flow equalization tank and the appropriate microorganisms were added. Stable treatment could be achieved by ESROTAE.

