The treated effluent shall have the following characteristics---
TSS <50ppm
BOD <30 PPM
Considering the raw effluent load as follows:
pH =6.5-7.5
TSS =350 ppn
BOD5 =250 PPM
COD =400 PPM
Oil & grease <40 PPM
TDS =650 PPM
UNITS PROPOSED
- Screen chamber
- Oil and grease trap
- Equalization tank
4. Fluidized Aerobic Bio Reactor (FABR)
- Tube Settler
- Chlorine dosing tank
- Chlorine contact tank
8. Sludge drying beds
AREA REQUIREMENT :
Total TENTATIVE area required for ETP is Size 25. 0 M X 5.0 M)
2 comments:
Is it possible to remove nutrients like Nitrogen and phosphorous in FAB or It requires additional unit for Nutrients removal....?
You have mentioned total tentative area required for ETP is size 25 m X 5 m..
This size is required of which flow?
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