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Daily Water Consumption Calculator

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Estimate average daily water demand, demand including distribution losses, and peak hour demand from population and per capita consumption (LPCD).

Daily Water Consumption Calculator

Average daily demand, demand with losses, and peak hour demand from population and per capita consumption.

i CPHEEO typical: ~135 LPCD (sewered cities), ~70–100 LPCD (towns without sewerage)

Typical planning range: 15–20%.

CPHEEO typical: ~2.2 (large cities) to ~3.0 (small towns).

Avg = Pop × LPCD ÷ 1000 Gross = Avg ÷ (1 − Loss%) Peak = (Gross ÷ 24) × Peak Hour Factor
Average Daily Demand
Gross Demand (with losses)
Peak Hour Demand

Enter values to calculate

Formula
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Created by Umasankar Maity — B.Tech in Electrical Engineering, with 11+ years of industrial maintenance experience.

Reviewed by the ElectroMechCalc editorial team.

Last reviewed: August 2026  |  Standards referenced: CPHEEO Manual on Water Supply and Treatment

How it works

Estimating Daily Water Demand from Population

This calculator starts from the most basic water supply design number — how many people the system serves — and builds up to the three figures a water supply engineer actually needs: average daily demand, gross demand after accounting for distribution losses, and peak hour demand.

Average daily demand is simply population multiplied by per capita consumption. A town of 50,000 people at 135 litres per capita per day (LPCD) consumes about 6,750 m³ (6.75 MLD) of water on an average day.

Gross demand (with losses) scales that figure up to account for unaccounted-for water (UFW) — leakage, metering inaccuracies, and unbilled but legitimate use such as firefighting tests or flushing. A treatment plant has to produce the gross figure, not just the consumption figure, because water lost in the network never reaches a consumer's tap.

Peak hour demand recognises that consumption isn't flat across the day — mornings and evenings see sharp spikes as households cook, bathe and clean. Distribution pipes, pumps and elevated service reservoirs are sized on this peak figure, not the daily average, because that's the flow the network must be able to deliver at the busiest moment without a pressure drop.

The average or gross demand from this tool is a natural design flow (Q) to carry into the WTP Pro Cal toolkit — feed it into the Sedimentation Tank, Filtration Rate, and Coagulant Dosage tabs there to size the rest of the treatment train.

Reference Table

Typical Per Capita Demand & Peak Factor Values

Per Capita Demand (CPHEEO guidance)
Rural / no sewerage40–70 LPCD
Town, no sewerage70–100 LPCD
City with sewerage135–150 LPCD
Metro / large city150–200 LPCD
Peak Hour Factor by Population
< 20,000~3.0
20,000–100,000~2.5
100,000–500,000~2.2
> 500,000~1.8–2.0

Figures are general planning references based on CPHEEO guidance — always confirm against the applicable local design manual before finalizing.

Common Mistakes

Common Mistakes in Water Demand Estimation

  1. Sizing the treatment plant on consumption demand instead of gross demand. Leaving out UFW/losses under-sizes the plant — it has to treat and pump more water than residents actually consume, since a meaningful share never reaches the tap.
  2. Using a single national-average LPCD figure regardless of city size or climate. Per capita demand rises with city size, income level, and climate (hotter regions consume more); CPHEEO gives ranges, not a single fixed number, for exactly this reason.
  3. Designing pipes and pumps on average daily demand. The distribution network must deliver the peak hour demand without a pressure drop — sizing on the daily average alone leaves the system unable to cope during the morning and evening consumption spikes.
  4. Forgetting industrial, commercial or institutional demand. This calculator covers domestic per capita demand only — bulk consumers (industry, hospitals, large commercial buildings) need to be added separately, often as a lump-sum or metered addition to total demand.
  5. Never revisiting the design population. Demand projections are usually based on a 20–30 year design horizon population, not today's population — using today's number alone under-sizes infrastructure meant to serve future growth.
FAQ

Frequently Asked Questions

Answers reflect CPHEEO-referenced general practice — always confirm against your local design standard.

How is daily water consumption calculated?+

Average daily water consumption equals the served population multiplied by the per capita water demand (LPCD), divided by 1000 to convert litres to cubic metres. For example, 50,000 people at 135 LPCD gives an average demand of about 6,750 m³/day.

What per capita demand (LPCD) should I use?+

The CPHEEO Manual on Water Supply recommends about 135 LPCD for cities with a water-borne sewerage system and roughly 70–100 LPCD for towns without one, though local codes, climate and actual metered consumption should always be checked.

Why add a percentage for losses (UFW)?+

Unaccounted-for water (UFW) — leakage, metering error, and unbilled authorized use — means the plant and network must produce more than the population actually consumes. A typical planning allowance is 15–20%, though older networks can run considerably higher.

What is peak hour demand and why does it matter?+

Peak hour demand is the highest flow the distribution system must deliver during the busiest hour, not the 24-hour average. Pipes, pumps and elevated storage are sized on peak hour demand, or the system will fail to deliver adequate pressure at busy times.

What peak factor should I use?+

CPHEEO guidance suggests a peak hour factor of roughly 2.7–3.0 for smaller towns, tapering to around 2.2 or lower for larger cities where demand is smoothed across a bigger population — the exact figure depends on population size and local demand patterns.

How do I convert daily demand to MLD?+

MLD (million litres per day) equals the demand in m³/day divided by 1000, since 1 m³ equals 1000 litres and 1 ML equals 1,000,000 litres — so 1000 m³/day is exactly 1 MLD.

Does this calculator include industrial or fire-fighting demand?+

No — this tool covers domestic per capita demand plus distribution losses and peak hour factor only. Significant industrial, commercial, institutional or fire-fighting demand should be added separately before finalizing plant or pipeline capacity.

How does this feed into treatment plant sizing?+

The average or gross daily demand from this calculator is typically used as the design flow (Q) for downstream tools such as sedimentation tank sizing, filtration rate and coagulant dosage, while peak hour demand governs pumping and distribution pipe sizing.

Results from this tool are for preliminary planning and educational use. For safety-critical or capital-intensive decisions, verify against the CPHEEO Manual, applicable IS/local codes and a qualified process engineer. See our Editorial Policy for how formulas on this site are sourced and reviewed.

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