Our 10 KLD MBBR STP System is suitable for:
| Parameter | Specification |
|---|---|
| Capacity | 10 KLD |
| Technology | MBBR (Moving Bed Biofilm Reactor) |
| Tank Material | RCC / FRP |
| Power | 1.5 HP (Approx.) |
| Discharge Quality | BOD < 10 mg/L, TNPCB compliant |
Looking for a 10 KLD MBBR STP Plant in Chennai? Get a detailed quotation and design layout from our experts today.
📞 Get Quotation on WhatsApp ChennaiRaw sewage → Bar screen & O&G trap → Collection / Equalization (disc diffusers) → Raw sewage transfer pump (cutter/grinder option) → MBBR Aeration Tank (PP media + blower) → Secondary clarifier (RAS) → Clarified water tank → PSF → ACF → Hypo dosing → Final Treated Water Tank (Reuse: gardening, flushing, wash).
| Parameter | Value / Assumption |
|---|---|
| Design daily flow (Qd) | 10,000 L/day |
| Operating hours | 20 hours/day |
| Design hourly flow (Qh) | 10,000 / 20 = 500 L/hr |
| Influent BOD (typical) | ~300 mg/L |
| Target effluent | BOD < 30 mg/L after polishing |
| Unit | HRT / Note | Volume (L) |
|---|---|---|
| Collection / EQ Tank (disc diffusers) | 6 hours | 500 × 6 = 3,000 |
| Bar screen & O&G | 0.5–1 hr | ~500 |
| MBBR Reactor (media filled) | 6 hr HRT; media carriers in aeration | 3,000 |
| Secondary Clarifier | 2 hr settling; RAS & wasting | 1,000 |
| Clarified water tank | buffer for PSF feed | ~300 |
| Final treated water tank | reuse buffer | ~500 |
| Sludge holding | intermediate | ~500–1000 |
