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

Sewage Generation Calculator

Estimate the daily sewage a building generates and its peak flow. Pick a building type, enter the occupancy, and get the average sewage in KLD (kilolitres per day) plus the peak flow every STP and pump is sized around.

Average sewage generated (80% return)0.0 KLDpeak flow ≈ 0.0 m³/hr from 400 residents

Water demand → average sewage → peak-day flow (KLD)

1

Your building

NBC 135 LPCD, full plumbing

80%

Share of water supplied that becomes sewage — CPCB/NBC take ≈80%.

2.5×

Ratio of peak-hour flow to the average — typically 2–3× for building-scale sewage.

Fresh water demand
0.0 KLD
Average sewage
0.0 KLD
Peak flow
0.0 m³/hr

Sewage flow at a glance

Water demand, average sewage and the peak-day flow the plant must handle — all in KLD.

The average sewage figure sets the treatment load; the peak-day flow (avg × 2.5) drives the size of pumps, screens and the inlet channel.

Convert peak-day flow to an hourly rate and you get the 4.5 m³/hr the hydraulics must clear at the busiest hour.

How this is calculated

  • Water demand = occupancy × LPCD = 400 × 135 = 54,000 L/day = 54 KLD.
  • Average sewage = water demand × 80% return ÷ 1000 = 43.2 KLD.
  • Peak flow = average sewage × 2.5 peak factor ÷ 24 h = 4.5 m³/hr.

Indicative estimate for concept planning per NBC/CPCB norms. A detailed design must also confirm diurnal patterns, infiltration and equipment sizing — verify with a qualified consultant before procurement.