A. Mechanical Screening:
A combination of grit chamber and mechanical rotary screening system has provided to remove complete floating particles and suspended solids in the raw sewage.
B. Dual Anaerobic Bed Reactor:
Anaerobic bed reactor with fixed bed media introduced to reduced the sludge generation and organic load before enter into aerobic process.
C. Neutralization and Equalization:
The raw sewage will neutralize by acid if required to bring down the pH from alkaline and equalization cum storage tank by agitating with air.
D. Aeration(MBBR) and Secondary clarifier (Biological treatment):
Aeration tank provided with MBBR followed by secondary clarifier to remove total suspended
(TSS), chemical oxygen demand (COD) and both soluble and insoluble bio-logical oxygen demand (BOD).
E. Followed by disinfection (Chlorination):
After bio-logical treatment the disinfection unit provided to killing micro-organisms.