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

BOD Load Calculator

Work out the organic (BOD) load on a sewage treatment plant. Enter the daily flow and the inlet and target outlet BOD to get the load in kg/day and the removal efficiency your STP must achieve to meet discharge norms.

Inlet organic (BOD) load0.0 kg/dayrequires 0.0% BOD removal to hit 10 mg/L

Inlet BOD must fall by 96.7% to reach the target outlet BOD

1

Flow & BOD

Average daily sewage flow into the STP.

Raw sewage is typically ≈250–350 mg/L.

10 mg/L

CPCB discharge norms usually cap treated-sewage BOD at 10 mg/L (reuse) to 30 mg/L (disposal).

Inlet BOD load
0.0 kg/day
BOD removal required
0.0%
Outlet BOD load
0.0 kg/day

Inlet vs outlet BOD

Your STP must strip 96.7% of the incoming BOD — 29 kg of organic load every day.

BOD removal required
0.0%

The gap between inlet and target outlet BOD is the work the biology must do. A higher removal % means a bigger aeration/treatment stage and more careful operation.

How this is calculated

  • Inlet BOD load = flow × inlet BOD ÷ 1000 = 100 × 300 ÷ 1000 = 30 kg/day.
  • Outlet BOD load = flow × target outlet BOD ÷ 1000 = 100 × 10 ÷ 1000 = 1 kg/day.
  • BOD removal required = (1 − target outlet BOD ÷ inlet BOD) × 100 = 96.7%.

Indicative organic-load figures for concept planning. A detailed design also fixes peak factor, F/M ratio, MLSS and aeration demand — confirm with a qualified consultant before procurement.