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

Interactive Generator · 2026

STP Tank Schedule & Layout Generator

Turn a sewage treatment plant's KLD capacity into a tank schedule — the working volumes of every stage from collection to treated-water storage, plus the total tankage and an approximate footprint you can pencil onto a concept layout.

Total tankage for a 100 KLD plant0 m³ total tankage0 approximate footprint across 6 tanks

Working volume of each tank — a proxy for the layout proportions

1

Plant capacity

Kilolitres per day — the design flow the plant treats. Try your figure from the STP capacity calculator.

Total tankage
0
Aeration tank
0.0
Approx. footprint
0

Tank schedule

Indicative working volume of each treatment stage for a 100 KLD plant.

TankVolume (m³)Purpose
Collection / Raw sump16.7Receives and buffers incoming raw sewage
Equalization tank33.3Evens out flow and load over the day
Aeration tank33.3Biological treatment — the core reactor
Secondary clarifier12.5Settles treated sludge from clear water
Sludge holding4.2Stores excess sludge before dewatering
Treated water tank16.7Holds final treated water for reuse
Total tankage116.758 m² footprint at 0.5 m²/m³

How this is calculated

  • Each tank volume = capacity (KLD) × retention hours ÷ 24. E.g. the aeration tank holds 8 hours of flow = 100 × 8 ÷ 24 = 33.3 m³.
  • Total tankage = sum of all six tank volumes = 116.7 m³.
  • Approx. footprint = total tankage × 0.5 m²/m³ = 58 m² — a planning rule of thumb including walkways and equipment.

Indicative proportions for concept layout only. A detailed design must fix peak factors, freeboard, tank geometry and civil arrangement — confirm with a qualified consultant before procurement.