30 KLD STP – MBBR Technology | Sewage Treatment Plant | RRR ENVIRO SYSTEMS

30 KLD Sewage Treatment Plant — MBBR (Moving Bed Biofilm Reactor)

Compact, low-footprint biological treatment using attached growth media (MBBR) — ideal for variable loads and high BOD removal. Turnkey supply, installation & AMC by RRR ENVIRO SYSTEMS.

Quick Summary

Capacity: 30 KLD (30 m³/day). Technology: MBBR (moving bed biofilm reactor). Default design basis used here: 20 operating hours/day and media fill 50%. Final design will be confirmed after site survey and influent characterization (BOD, TSS, FOG, pH).

Process Flow (Text Diagram)

Sewage inlet → Bar screen & Grit/Oil-Grease Removal → Collection / Equalization Tank → Raw sewage pump → MBBR Aeration Tank (media in suspension) → Secondary Clarifier (settling) → Polishing (PSF / Sand / Cartridge / UF optional) → Disinfection (UV / Hypo) → Treated water tank → Reuse / Discharge (TNPCB/CPCB compliance).
Sludge → Sludge sump → Thickening → Dewatering (drying bed or mechanical) → Disposal.

Design Basis & Digit-by-Digit Calculations

Given (default assumptions used):
  • Design flow Qday = 30.000 m³/day
  • Operating hours assumed = 20 hours/day
  • HRT in MBBR aeration tank taken = 4.0 hours (typical range 3–6 h)
  • Media fill fraction = 50% of aeration tank volume (typical 40–60%)
  • Specific surface area (SSA) for media (K1 / common MBBR) = 500 m²/m³ (vendor dependent)
  • Assumed influent BOD₅ = 250 mg/L (typical domestic; final to use site analysis)

Step 1 — Hourly flow (digit by digit)

Qhr = Qday ÷ operating_hours = 30.000 ÷ 20 = 1.500 m³/hr (≈ 1500 LPH).
Q_day = 30.000 m³/day → Q_hr = 30.000 ÷ 20 = 1.500 m³/hr

Step 2 — Aeration tank volume (HRT method)

HRT chosen = 4.0 hr → Vaer = Qhr × HRT = 1.500 × 4.0 = 6.000 m³. Include 15% freeboard → physical tank volume ≈ 6.000 × 1.15 = 6.900 m³.
V_aer = 1.500 m³/hr × 4.0 hr = 6.000 m³ V_physical = 6.000 × (1 + 0.15) = 6.900 m³

Step 3 — Media volume & available biofilm surface area

Media fill = 50% of aeration volume → Vmedia = 6.000 × 0.50 = 3.000 m³ of carriers. Assume SSA = 500 m²/m³ → Total media surface area = 3.000 × 500 = 1,500 m² (active biofilm area for biomass attachment).
V_media = 6.000 × 0.50 = 3.000 m³ Total_SSA = 3.000 × 500 = 1,500 m²

This large surface area supports high biomass concentration while keeping suspended solids lower — main advantage of MBBR vs conventional suspended growth.

Step 4 — Suspended biomass (MLSS) estimate

Typical MLSS for MBBR systems is site dependent; use conservative MLSS = 3,000 mg/L (3.0 kg/m³) for calculation.
Mass of suspended biomass = MLSS (kg/m³) × Vaer = 3.0 × 6.000 = 18.0 kg mixed liquor solids present in tank (in addition to attached biofilm on media).
MLSS = 3,000 mg/L = 3.0 kg/m³ Biomass_mass = 3.0 × 6.000 = 18.0 kg

Step 5 — BOD load & oxygen requirement

Assume influent BOD₅ = 250 mg/L → daily BOD load = Qday × BODconc ÷ 1000 = 30 × 250 ÷ 1000 = 7.5 kg BOD/day.
Oxygen demand (assume 1.4 kg O₂ per kg BOD removed) → O₂ required ≈ 7.5 × 1.4 = 10.5 kg O₂/day.
BOD_load = 30 × 250 ÷ 1000 = 7.5 kg/day O2_req = 7.5 × 1.4 = 10.5 kg O2/day

Blower sizing depends on oxygen transfer efficiency (site & diffuser type). For 30 KLD MBBR systems a practical blower recommendation is 2 – 4 kW (single duty) with duty + standby arrangement — final blower selection after OTR (oxygen transfer rate) calculations and site conditions.

Step 6 — Secondary clarifier sizing (SOR approach)

Use Surface Overflow Rate (SOR) = 30 m³/m²·day (typical). Area required A = Q_day ÷ SOR = 30 ÷ 30 = 1.0 m².
Circular clarifier diameter d = √(4A/π) = √(4×1 ÷ 3.1416) ≈ 1.13 m — choose practical diameter 1.5 – 2.0 m for good weir loading and maintenance.
A = 30 ÷ 30 = 1.0 m² d ≈ sqrt(4×1 ÷ π) ≈ 1.13 m → select 1.5–2.0 m dia

Main Components & Scope of Supply

  • Bar screen & grease / grit trap
  • Equalization / collection tank with mixer and level control
  • Raw sewage transfer pump (submersible / dry pit)
  • MBBR aeration tank with carrier media (≈ 3.0 m³ media @ 50% fill)
  • Fine bubble diffusers & blower(s) (2–4 kW range, duty + standby)
  • Secondary clarifier with RAS (return activated sludge) pump
  • Polishing filter (PSF / cartridge / UF optional) and disinfection (UV / hypo dosing)
  • Sludge sump, thickening & dewatering (drying bed or mechanical as per site)
  • PLC control panel, level sensors, DO sensor, flow meter, pressure gauges
  • Piping, valves, supports, civil anchors, installation & commissioning

Expected Performance & Applications

ParameterTypical InfluentExpected Effluent (After MBBR + Polishing)
BOD₅200 – 400 mg/L< 30 mg/L (depends on design & O&M)
TSS150 – 350 mg/L< 50 mg/L (with polishing)
COD600 – 1200 mg/L< 200 – 300 mg/L
TurbidityVaries< 5 NTU (with PSF/UF)
pH6.5 – 8.56.5 – 8.5

For reuse for flushing/landscape/cooling, additional polishing (UF/RO) and disinfection may be required depending on end-use quality targets and regulatory limits.

Operation & Maintenance

  • Daily: inspect inlet screens, pumps, blowers and DO levels (maintain DO typically 2–3 mg/L), check RAS and sludge blanket.
  • Weekly: clean diffusers, check carrier movement, inspect clarifier weir & desludge as needed.
  • Monthly: calibrate sensors, service blowers, check media condition (no excessive scouring), inspect valves and piping.
  • Sludge handling: periodic dewatering (drying beds or mechanical) based on sludge generation — expect ~3–5 kg dry solids/day (site dependent).
  • Provide operator training, spares list and AMC options for continuous performance.

FAQ — 30 KLD MBBR STP

Q1: What is the advantage of MBBR over conventional ASP?

MBBR offers higher biomass per unit volume using attached media (reduces footprint), better tolerance to shock loads and lower sludge production. It is compact and suitable where space is limited.

Q2: How often is media replacement needed?

Carrier media is durable (polyethylene); generally lasts many years (5–10+ years). Periodic checks recommended; replace only if damaged or lost voidage.

Q3: Do you provide startup and AMC?

Yes — we provide commissioning, startup support, operator training and AMC packages across India.

Q4: What sample reports do you need to confirm design?

Send raw influent: BOD, COD, TSS, TDS, Turbidity, FOG, pH, temperature and any industrial-specific parameters (e.g., phenols, heavy metals). We also perform jar tests and SDI/OTR tests on site if required.

RRR ENVIRO SYSTEMS · 30 KLD STP (MBBR) · Est. 2011 · ISO 9001:2015

Contact: +91 97100 35249 (Sales/Technical) • +91 99623 95875 (Service) • +91 89391 26848 (Admin) • rrrenviro@gmail.com