Reducing Non-Revenue Water: Leak Detection and Control

Operations & Maintenance 7 min read

Water lost between the source and the tap is water pumped, treated and paid for but never delivered. Finding and cutting those losses is often cheaper than developing a new source.

What non-revenue water really costs

Non-revenue water is the difference between the water put into a system and the water that reaches consumers — physical leaks, overflows, and apparent losses from under-metering. Every litre lost has already cost money to pump, treat and distribute, so high losses quietly drain a scheme's budget and its source.

In many networks, reducing losses recovers more usable water, more cheaply, than building new capacity. It also raises pressure and service at the network's tail, where shortages are usually worst.

Where the water goes

Physical losses hide in background leakage at joints and fittings, in reported bursts, and in reservoir overflows from poor level control. Apparent losses come from meters that under-register and from unmetered or illegal connections.

Tackling losses starts with knowing which kind dominates. A network losing water mainly to leaks needs detection and repair; one losing it mainly to under-metering needs meter and connection management. Spending on the wrong one wastes effort.

Measure before you chase

You cannot manage what you do not measure. Dividing the network into district metering areas — zones whose inflow is metered — lets you compare inflow against consumption and localise where losses are high, instead of hunting the whole network blindly.

A classic technique is the minimum-night-flow check: at night, genuine consumption is low, so a high flow into a zone points to leakage. This narrows the search to a manageable area before any field detection begins.

Pressure management and quick repair

Leakage rises with pressure, so managing pressure — avoiding unnecessarily high heads, especially at night — reduces both background leakage and the rate of new bursts. It is often the single most cost-effective loss-reduction measure.

Speed of repair matters too: a leak runs until it is fixed, so the time between a burst appearing and being repaired is itself a loss. A system that locates and repairs leaks quickly keeps its losses low between campaigns.

Finding losses and bringing NRW down

Non-revenue water is everything produced but not billed — real losses through leaks and bursts, plus apparent losses from meter under-registration, unauthorised connections and billing errors. The first step is a water balance: measure what is produced, estimate authorised consumption, and the gap is NRW. Without that balance, leak-reduction effort is guesswork.

District metered areas (DMAs) turn a whole-network problem into manageable zones; the minimum night flow into a DMA, when legitimate night use is low, is a direct indicator of leakage in that zone. Step testing, acoustic listening on fittings, correlators and, for large mains, in-pipe sensors then pinpoint the leak. Pressure management — not running the network harder than it needs — both reduces existing leakage and slows the formation of new leaks.

Track NRW as a monitored indicator over time, not a one-off survey, because leakage regenerates and only sustained monitoring keeps it down.

Frequently Asked

What is non-revenue water (NRW)?

Water that is produced but not billed — comprising real losses (leaks and bursts) and apparent losses (meter under-registration, unauthorised use and billing errors).

How is leakage located in a network?

By dividing the network into district metered areas, watching minimum night flow to find leaky zones, then using step testing, acoustic listening and correlators to pinpoint the leak.

What is minimum night flow used for?

It is the flow into a zone at night when legitimate demand is lowest; a high minimum night flow is a direct sign of leakage in that zone.

Does pressure management reduce leakage?

Yes. Keeping pressure no higher than needed reduces the volume lost through existing leaks and slows the rate at which new leaks form.

Last updated: 10 June 2026

About the ENGLOG Editorial Team

This article is written and reviewed by the ENGLOG editorial team — practising civil and rural water-supply engineers and documentation specialists who build the ENGLOG platform. We draw on field experience with tour diaries, measurement books, scheme design and works billing to keep this guidance practical and current. Spotted something that needs correcting? Write to us at support@digitalengineeringlogbook.com.

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