Studio Matrx Monthly · Volume 1 · Issue 2 · July 2026
Amogh N P
 In loving memory of Amogh N P — Architect · Designer · Visionary 

Interactive Calculator · 2026

Sludge Generation Calculator

Estimate how much sludge your sewage treatment plant produces. Enter the flow, inlet and outlet BOD and a sludge yield — get the dry sludge in kg/day, the number every sludge-handling and disposal plan starts from.

Dry sludge produced (at 0.80 kg/kg yield)0.0 kg/day0.0 m³/day wet sludge from 100 m³/day treated

Dry sludge mass (kg/day) vs wet sludge volume (m³/day)

1

Your plant

Average daily flow treated by the STP.

Raw sewage strength entering the plant.

Treated effluent BOD — CPCB norm ≤ 10 mg/L.

0.80

Sludge produced per kg BOD removed — typically 0.5–1.0 by process.

BOD removed
0.0 kg/day
Dry sludge produced
0.0 kg/day
Wet sludge volume
0.0 m³/day

Dry mass vs wet volume

The plant produces 23.2 kg of dry solids a day, which at ~1% solids fills 2.3 m³ before dewatering.

Dry sludge is the true solids load your handling train must stabilise and dispose of. Wet volume is what you actually pump and store before thickening and dewatering.

Dewatering to 20–25% solids shrinks that wet volume roughly twenty-fold — the single biggest lever on disposal cost and transport.

How this is calculated

  • BOD removed = flow × (inlet BOD − outlet BOD) ÷ 1000 = 100 × (30010) ÷ 1000 = 29 kg/day.
  • Dry sludge = BOD removed × yield = 29 × 0.80 = 23.2 kg/day.
  • Wet sludge volume = dry sludge ÷ 10 (≈1% solids, 10 kg/m³) = 23.2 ÷ 10 = 2.3 m³/day.

Indicative sludge estimate for concept planning. Actual production varies with process type, sludge age, inert solids and primary settling — confirm with a qualified consultant before sizing sludge handling.