CountriesKnowledge Hubs
Data & Tools
Region AtlasMajor ProjectsPPP Pipeline & AwardsLive tendersWhere to find live tendersTariffs & cost benchmarksOrganization DirectoryMarketsIntelligenceStoriesCalendarAbout
Amman spreading across its hills, rooftop water tanks on every building

MENA Water Review · Visual story

The Leak Hunters

In the most water-scarce region on earth, somewhere between a third and half of the water pumped into city networks never reaches a paying customer. Finding it is the cheapest new supply anyone in MENA can buy, and the hardest to get financed.

Jordan’s largest untapped water source is Jordan’s own pipes.

Jordan has about sixty cubic metres of renewable water per person per year. Hydrologists use the phrase absolute scarcity below five hundred cubic metres per person per year. For years, the country has been building the case for a multi-billion-euro desalination plant on the Red Sea, with a pipeline some 445 kilometres north to Amman, because there is no other source left to develop.

There is another way to look at Jordan’s water shortage. Roughly half the water it puts into its municipal networks never reaches a paying customer. In 2022, that amounted to about 260 million cubic metres, according to official figures from its Central NRW Unit. That is close to the 300 million cubic metres a year that the Aqaba to Amman desalination and conveyance project is designed to deliver. The lost water is already inside the country, already treated, already pressurised and already paid for.

Jordan is an extreme case, but it is not an outlier. Lebanon’s own water strategy puts non-revenue water at about half of supply. Algeria lost some 40% in distribution in 2004. Urban networks in Saudi Arabia lose about a quarter, as do Tunisia’s drinking-water networks and Morocco’s urban distribution systems. The region that has invested more heavily than anywhere on earth in making water from the sea is also losing a very large share of that water between the treatment plant and the tap.

50%of Lebanon’s water earns no revenue, the national estimate in its 2024 to 2035 water strategy
~260 mcmJordan’s non-revenue water in 2022, most of what its planned Red Sea project would deliver
346 mm³lost worldwide every day, in Liemberger and Wyatt’s 2019 estimate
$39bnannual value of that water, at only $0.31 a cubic metre
4.5%Dubai’s reported network loss, one of the lowest anywhere
40%lost in Algeria’s distribution networks in 2004, World Bank

Half the problem never leaves the pipe. It leaves the ledger.

The technical term is non-revenue water, and the distinction it makes is more important than it may sound. Non-revenue water is not the same as leakage. It is all the water a utility puts into its network but receives no revenue for. The total divides into two different problems, each requiring a different solution.

Real losses are physical. Water escapes through cracked mains, corroded service connections, failed joints and overflowing reservoirs. Most of it never reaches the surface. A service pipe that is leaking into gravel beneath a road can continue doing so for years without anyone above ground noticing. This is the part that engineers can address with valves, sensors and excavators.

Apparent losses are commercial. The water reaches somebody’s tap, but the money does not reach the utility. Meters under-register, especially at low flows and as they age. Some connections have no meter at all. Bills may be estimated, mis-read, assigned to the wrong account or simply not collected. Replacing pipes cannot solve any of these problems.

The first task is to identify the split between physical and commercial losses, because the two failures cost very different amounts to fix. A utility that spends a hundred million dollars replacing mains when two-thirds of its losses are commercial has bought itself very little water. The International Water Association’s water balance, the framework described below, exists to prevent that mistake. World Bank guidance treats it as the starting point for any loss-reduction strategy.

Where the water goes: the standard water balanceSystem input100%Authorised use58%Water losses42%Billed authorised use 55%Real losses 30%Billed authorised use 55%Unbilled authorised use 3%Apparent losses 12%Real losses 30%Revenue water55%Non-revenue water45%
1 of 4

Everything the utility puts into its network, metered at the works. This is the only quantity most utilities measure reliably.

The first split. Some of the water is used with the utility’s knowledge; the rest is simply gone.

Billed authorised use is the only part that earns. Unbilled authorised use is legitimate but free: mosques, fire-fighting, street cleaning. Apparent losses are water that arrives without the money following. Real losses are physical leakage from mains, connections and tanks.

Non-revenue water is the last three components taken together, 45% in this illustration. Only the last of them is a job for an excavator.

Structure follows the International Water Association’s standard water balance, the accounting framework almost every utility and lender now uses. The percentages illustrate a high-loss network rather than any single utility, and every band is drawn at its true share, which is why the two thinnest are named in the key rather than labelled in place.

At three in the morning, whatever is still moving is mostly leaking.

There is a simple way to measure how much a district is leaking, and it depends on measuring the network while people are asleep. The utility takes a defined section of the network, typically 500 to 3,000 properties in a city, and closes every valve into it except one. This is a district metered area, a core technique of modern leakage control. A flow meter is fitted to the one open connection and records continuously. The utility then examines the reading at three in the morning.

At three in the morning, almost nobody is using water. Legitimate night-time consumption in a residential district is small and reasonably predictable: a few toilets, a handful of night-shift workers and some commercial premises. If the meter shows that 26 cubic metres an hour are still flowing into the district, while legitimate night-time demand is 8, the remaining 18 are leaking into the ground. Leakage continues during the day, unlike demand. That 18 therefore runs every hour of every day, amounting to about 158,000 cubic metres a year from one district.

020406000:0004:0008:0012:0016:0020:0024:00Flow into one district over 24 hours, cubic metres per hourFlow into the districtDemand rises with the morning and evening peaks02:00–04:0026 m³/h still flowing inAt three in the morning almost nobody is using water, yet the flow does not stopLegitimate night use, about 8 m³/h18 m³/h going into the groundWhatever is still moving at that hour is mostly leakingBefore repairAfter repairLeakage runs every hour of every day: about 158,000 cubic metres a year, from one district
1 of 4

Flow into one district over 24 hours, rising with the morning and evening peaks as the neighbourhood wakes and comes home.

Between two and four in the morning demand almost stops. The flow into the district does not.

Subtract the legitimate night use of a residential district, which is small and predictable, and what is left is going into the ground.

Fix the leaks and the whole curve drops by the same amount, at every hour of the day. That is why the night reading is worth so much.

Illustrative profile for a district metered area of roughly 1,500 connections. The technique is standard: isolate a district, meter what goes in, and read the flow at the hour when almost nobody is using water.

Minimum night flow shows how much water a district is losing. It does not show where the leak is. Locating the leak is a separate problem, and the past decade has changed how utilities tackle it.

A crew working in an open trench in a city street
The last ten metres of the job. Everything before this point is about making sure the crew digs in the right place.

A pressurised leak makes a noise, and the pipe carries it.

Water forced through a crack makes the pipe wall vibrate, and that vibration travels along the pipe, particularly well along metal. The classic tools are noise loggers, correlators and ground microphones. These are sensors fixed to valves or hydrants that record the sound of the network overnight.

Two sensors placed on either side of a suspected leak can do more than detect the sound. The same sound reaches each sensor at a slightly different time. If the speed of sound through that pipe material is known, the difference in arrival time reveals the leak’s distance from the sensors. The method requires adequate pressure and good transmission of noise along the pipe, but where it works, it can mean digging at one point in the road rather than twenty.

The newest layer is orbital. Radar from a satellite penetrates the ground, and an algorithm tuned to treated drinking water flags places where water may be escaping. Its supplier says it can detect leaks as small as half a litre a minute. Commercial services now sell utilities a map of suspected leaks across an entire city, reducing a large network to a list of points worth investigating. The technology does not find the leak itself. It tells the crew which streets to walk.

The cheapest water in the region is bought with a valve.

Before anyone digs, pressure management offers a relatively cheap intervention that World Bank guidance calls an often underestimated option. Leakage is a function of pressure. Increasing the pressure makes every existing hole pass more water, and some leak paths, such as splits in plastic pipe, also open wider under load. For a fixed hole, flow rises only with the square root of pressure. Real networks are usually much more sensitive than that, which is why practitioners use the leakage exponent rather than a simple ratio. In plain terms, cutting excess pressure by a third can cut leakage by rather more than a third.

Many networks are over-pressurised for much of the day. They are designed for the morning peak and for the highest point in the zone. At two in the morning, at the bottom of the hill, the pipes can therefore be carrying far more pressure, or head, than anyone needs. A pressure-reducing valve with a controller that lowers the setting overnight fixes that for the price of a valve. It also reduces bursts. UK data show mains burst frequency rising rapidly once pressure exceeds about 35 to 40 metres of head.

Where a utility can buy its next cubic metre, dearest firstNew seawater desalinationabout $0.28 to $1.40 a cubic metre at the plantTreated wastewater reusea new plant, but no intake and no brineMetering and billing repairoften the best return of all, and no excavationActive leakage controldistrict metering, acoustic survey, repair crewsPressure managementa valve and a controller, and the losses fall at once

An order, not a price list. Only the desalination figure is a published number, and the cost of saved water depends entirely on how bad the network already is. The cheap options also run out well before the leakage does. What the ladder shows is that the bottom three need no new plant, no new power and no new brine.

Desalination is the published benchmark at the top of that ladder. Dubai’s Hassyan plant set a record tariff of US$0.277 a cubic metre in 2020, while World Bank data put typical seawater plant costs at roughly US$1 to US$1.40, depending on the sea.

A bank of ageing water meters on the outside wall of a building
A mechanical meter is a small turbine, and small turbines under-register at low flows. The error grows as the meter ages, and the failure is silent.

A meter that under-registers fails silently, and never in the utility’s favour.

In much of the region, a large part of the problem is not underground. It is in the meter, the ledger and enforcement. Small turbines under-register at low flows, precisely the flows produced by a rooftop tank as its float valve closes. The error grows as the meter ages. Under intermittent supply, Jordan’s own loss-reduction policy expects meters to under-register within two years. Nobody notices because the failure is silent and works against the utility.

Then there is water that is simply taken. Illegal connections are usually described as theft, which is accurate but unhelpful. People tap a main when the formal route to a connection is slow, expensive or closed to them. Where enforcement is selective, an illegal connection is a rational response to a rationed service. Jordan’s campaigns against illegal wells and water-line violations saved 31.5 million cubic metres between January and early November 2025, but they are enforcement campaigns directed at a structural condition.

Dubai loses 4.5%. The region’s conditions are not the problem.

Comparing utilities on non-revenue water is harder than it looks. Countries measure it differently, publish it selectively and report it as a percentage. That measure flatters any utility whose customers use a lot of water, because the denominator is larger. Practitioners therefore prefer volume per connection per day. The percentages still show something real, however, because the differences between them are far too wide to be explained by definitions alone.

Share of water put into the network that is never billedNational or utility-level estimates; definitions and years differSaudi 2030 target: 15%Jordan 2040 target: 25%Jordan (2022)50%Lebanon (2024)50%Algeria (2004)40%Tunisia (2025)25%Saudi Arabia, urban (2021)25%Morocco (2023)24%FOR COMPARISONPhnom Penh6%Dubai4.5%

Jordan: Central NRW Unit figures for 2022, via the EU-funded WES programme. Lebanon: Ministry of Energy and Water national estimate in its 2024 to 2035 water strategy, which excludes water billed but not collected. Algeria (distribution losses) and Morocco (non-revenue water in distribution): World Bank. Saudi Arabia: U.S. Saudi Business Council, citing up to 40% of transmitted water lost and 25% in urban areas. Tunisia: Alaa Marzouki of the Tunisian Water Observatory, as reported by Carnegie. Dubai is DEWA’s reported network loss; Phnom Penh is the widely cited post-reform figure, since reported at about 9%. These are not measured on identical definitions, so read the bands rather than the decimals.

Two things stand out. The first is that the Gulf has already shown that low losses are possible in a MENA climate, with MENA soils and MENA construction practice. Dubai reports 4.5% and Qatar reports technical losses below the same mark. Nobody can now argue that the region’s conditions make low loss rates impossible.

The second is that the countries with the least water lose the most of it. That is not a coincidence, and the reason is the subject of the next chapter.

A desalination plant is a building a minister can stand in front of.

The technology described here has existed for decades and is well understood. MENA does not lose so much water because its engineers do not know how to find leaks.

Start with the most damaging single factor: intermittent supply. When a utility cannot meet demand, it rations water through rotation. Jordan’s utilities have been pushed on to intermittent supply across the country. Some Amman residents say water reaches their neighbourhood once a week. Rationing then makes the losses worse in three separate ways. Switching a network on and off damages it. In Cyprus, two years of rationing caused additional pipe breaks and left leakage higher for years afterwards. Households respond by installing rooftop tanks, which fill through float valves at flows too low for many meters to register. An intermittent network also cannot be measured properly, because a district without water at night has no minimum night flow. The utility loses its instrument at the same moment that it loses control.

Then there is the money. Tariffs across much of the region are set well below the cost of supply. On World Bank figures, the price charged covers about 35 percent of the cost of producing conventional water. A utility that recovers only a fraction of its costs cannot fund a leakage programme, replace its meter fleet or pay enough to retain the people who know where the valves are. Its losses rise, its revenue falls further and the case for the next crackdown becomes weaker rather than stronger.

There is also a plainer problem. Non-revenue water is an operating expenditure line with no ribbon to cut. A desalination plant is a building where a minister can stand for photographs. Twelve thousand replaced service connections and a reprogrammed pressure-reducing valve are not, even when they deliver water for far less money.

Phnom Penh went from 72% lost to six, and the pipes came last.

The counter-example that matters is not in this region. In 1993, the water utility of Phnom Penh was losing 72% of what it produced, reached only a fifth of the city, supplied water for about ten hours a day and barely covered half its operating costs. Fifteen years later, it was losing 6%, covering 90% of its area around the clock, collecting on 99.9% of its bills and charging tariffs set for full cost recovery. Losses have since settled at about 8.75%.

What changed first was not the pipes. Corrupt staff, including employees who installed connections illegally, were removed. A 1994 survey found 13,722 connections missing from the utility’s records, allowing the records to be corrected. Every connection was metered. A 1996 decree gave the utility administrative and financial autonomy, so that the additional revenue stayed in the network. The engineering followed governance, in that order.

  • 1993

    The starting point

    The utility loses 72% of what it produces, reaches a fifth of the city, supplies water about ten hours a day and covers barely half its operating costs.

  • 1994

    The books, first

    A survey finds 13,722 connections missing from the utility’s records. Staff who had installed connections illegally are removed.

  • 1996

    Autonomy

    A decree gives the utility administrative and financial autonomy, so that revenue it raises stays in the network.

  • 2008

    The result

    Losses are down to 6%, coverage is 90% of the city around the clock, collection runs at 99.9%, and tariffs are set for full cost recovery.

  • since

    Held, not won once

    Losses have settled at about 8.75%, which is what maintaining the position looks like.

For MENA, the prize is straightforward to size. Domestic water withdrawals across the Arab states alone came to about 31 billion cubic metres in 2022. If losses on that water averaged around 40% and were brought down to 25%, which is Jordan’s own 2040 target rather than a fantasy, the change would free on the order of four to five billion cubic metres a year. That is more than a quarter of the region’s installed desalination capacity of about 45 million cubic metres a day, and it would require no new intake, no new membrane, no new power station and no additional brine returned to the Gulf.

It would, however, require utilities to be allowed to charge something closer to what water costs, keep the proceeds, and meter and bill customers they currently do not. Those are political decisions rather than engineering decisions, and none of the region’s utilities can take them alone. Until those decisions are taken, the region will keep buying its next cubic metre from the sea at a higher price than the water already running beneath its streets.

Images: Amman © Hisham Zayadneh; street excavation © David Klein; water meters © Godspower Abdulahi. Via Unsplash.

Sources

27 references

Loss figures are defined differently across sources, and the shares in the water balance and the night-flow profile are illustrative rather than measured.

  1. World Bank, World Development Indicators, renewable internal freshwater resources per capita, Jordan (ER.H2O.INTR.PC), 2021 data.
  2. US International Trade Administration, “Jordan – Environment and Water Sector”, Country Commercial Guide.
  3. SUEZ, “Second largest desalination plant in the world and 445km of pipelines to supply drinking water to the cities of Amman and Aqaba”, 15 January 2025.
  4. LDK Consultants for the EU-funded WES programme (2024), Non-revenue water policy for Jordan, including Table 2-1, Central NRW Unit figures for 2022.
  5. Ministry of Energy and Water, Towards a Sustainable Water Sector: Lebanon’s National Water Strategy 2024–2035, June 2024 (copy held by the pS-Eau library).
  6. World Bank (2004), Seawater and Brackish Water Desalination in the Middle East, North Africa and Central Asia, annex 1: Algeria.
  7. U.S.–Saudi Business Council, “Water in Saudi Arabia: desalination, wastewater, and privatization”, 7 January 2021.
  8. Noura Omar, Carnegie Endowment for International Peace (Sada), “Securing Tunisia’s constitutional right to water: policy solutions”, 28 February 2025, quoting Alaa Marzouki, coordinator of the Tunisian Water Observatory.
  9. World Bank (2023), Morocco Country Climate and Development Report, background note on water scarcity and droughts, April 2023.
  10. Jones, E. et al. (2019), “The state of desalination and brine production: a global outlook”, Science of the Total Environment 657, full text.
  11. Liemberger, R. and Wyatt, A. (2019), “Quantifying the global non-revenue water problem”, Water Supply 19(3), doi:10.2166/ws.2018.129 (publisher-deposited abstract; the article itself is paywalled).
  12. Smart Water Magazine, “DEWA’s smart Ball technology saves 130 million gallons of water”, 15 March 2023. A utility statement; DEWA publishes no full water balance behind the figure.
  13. Kingdom, B., Liemberger, R. and Marin, P. (2006), The challenge of reducing non-revenue water in developing countries, World Bank Water Supply and Sanitation Sector Board Discussion Paper 8.
  14. Criminisi, A. et al. (2009), “Evaluation of the apparent losses caused by water meter under-registration in intermittent water supply”, Water Science and Technology 60(9), doi:10.2166/wst.2009.423 (abstract read via Crossref; the publisher blocks automated access).
  15. IWA Water Loss Specialist Group, District Metered Areas: guidance notes for DMA management, version 2, March 2024.
  16. ASTERRA (formerly Utilis), “About satellite leak detection technology”. A supplier claim; no independent evaluation of the 0.5 litre-a-minute threshold was located.
  17. Lambert, A., “What do we know about pressure:leakage relationships in distribution systems?”, conference paper (third-party copy).
  18. Government of Dubai Media Office, “DEWA achieves a new world breaking record for lowest water levelised tariff of 0.277 USD per cubic metre”, 3 September 2020.
  19. World Bank (2019), The role of desalination in an increasingly water-scarce world, Water Global Practice technical paper.
  20. Jordan News, “Water Ministry: anti-violation campaign saves 31.5 million cubic meters in 2025”, 13 November 2025.
  21. The Peninsula, “Qatar achieves 35% water reserve surplus”, 17 May 2026, reporting Kahramaa figures.
  22. Xinhua, “Jordan battles severe water crisis with managed distribution, strategic projects”, 20 September 2025.
  23. Charalambous, B., “The effect of intermittent supply on water distribution networks”, Water Board of Lemesos case study, first presented at the IWA Efficient conference in Amman (2011) and updated in 2015.
  24. World Bank, Beyond scarcity: water security in the Middle East and North Africa, report 120105 (2017, published 2018).
  25. Asian Development Bank, “Country water action: Phnom Penh Water Supply Authority: internal reforms fuel performance upgrade”, 30 September 2008.
  26. Phnom Penh Water Supply Authority, “Non-revenue water”.
  27. World Bank, World Development Indicators, Arab World aggregate, 2022: total freshwater withdrawals (ER.H2O.FWTL.K3) and domestic share of withdrawals (ER.H2O.FWDM.ZS). Domestic volume calculated by MENA Water Review.

Every figure and claim in this story rests on the references above. The stories list them here rather than marking them in the text; the country reports and hubs keep their inline markers.