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

Organic Loading Rate Calculator

Find the volumetric organic loading rate (OLR) on a bioreactor from the flow, inlet BOD and reactor volume — the load the biology has to digest each day, in kg BOD per m³ of tank.

Volumetric organic loading rate0.00 kg BOD/m3.dExtended aeration range · 0.0 kg BOD/day over 200

Your OLR against typical activated-sludge design ranges

1

Reactor inputs

Average daily influent flow.

Raw sewage ≈ 250–350 mg/L.

Working volume of the aeration tank.

Organic loading rate
0.00 kg BOD/m3.d
BOD load
0.0 kg/day
Reactor volume
0

Where your loading falls

Computed OLR of 0.15 kg BOD/m³.d — Extended aeration range. Bars show the mid-point of each typical range; the dashed line marks your value.

Extended aeration (0.10.3 kg BOD/m³.d) — Long sludge age, low load — small package STPs.

Conventional ASP (0.30.6 kg BOD/m³.d) — Standard activated-sludge municipal plants.

High-rate (0.61.2 kg BOD/m³.d) — Compact, heavily loaded reactors.

How this is calculated

  • BOD load = flow × inlet BOD ÷ 1000 = 100 × 300 ÷ 1000 = 30 kg BOD/day.
  • Organic loading rate = BOD load ÷ reactor volume = 30 ÷ 200 = 0.15 kg BOD/m³.d.

Volumetric OLR is an indicative design check for concept planning. A detailed design must also fix the F/M ratio, sludge age, oxygen demand and tank geometry — confirm with a qualified consultant before procurement.