Spare·Theory
WATER INDEPENDENCE Field test

How much water can a rainwater collection system capture?

The textbook yield formula says one millimetre of rain on one square metre of roof equals one litre. We spent eight weeks metering a real roof, a real diverter and a real tank. The question: how many of those litres actually show up as stored water.

By the Spare Theory Test DeskTested July–September 2026Updated October 20267 min read

THE ANSWER AT A GLANCE

MEASURED

≈ 70% of theoretical

Across eight weeks and six rain events totalling a measured 132 mm, the 45 m² roof should have produced 5,940 L by the textbook formula. It actually delivered 4,180 L to the tank. That is an effective runoff coefficient of 0.70, against a theoretical 1.0 and the 0.85 metal roofs are commonly credited with. The shortfall splits predictably. The diverter deliberately threw away the dirtiest litres. Roof wetting and evaporation held back the rest. And one short violent storm overflowed the gutter faster than the downpipe could carry it.

What we set out to test

Measure the delivered-to-tank fraction of rainfall on a typical residential pitched metal roof with a first-flush diverter. Build a water balance that explains the gap between the textbook formula and the volume actually collected. Give householders honest numbers for sizing tanks and planning non-potable supply.

Equipment & conditions

UNDER TEST

  • 45 m² pitched painted-metal roofmeasured by tape and laser distance meter, gutter line on one side
  • Standard tipping-bucket rain gaugeopened site, 0.2 mm resolution, read daily
  • 20 L first-flush diverterdownstream of the downpipe, upstream of the tank inlet
  • 1,000 L poly water tank with inline turbine metermeter logged every litre entering the tank
  • Turbidity vial setsample comparisons: diverter water vs tank water

CONDITIONS

Period
Eight weeks, six measurable rain events, 132 mm total gauge depth
Roof state
Dry-spell settled between events; no leaves after week two clean-out
System
Single downpipe, 20 L diverter, overflow unmetered by design
Draw-down
Tank tap kept closed during logging so inflow equals storage change
Events
From 4 mm drizzle to a 38 mm half-hour summer burst

How we tested

We read the rain gauge every morning and reconciled it against local weather-service totals. The turbine meter's cumulative litre count was taken at each event's end. Every event therefore has three numbers attached: what fell, what should have been collectable on paper, and what entered the tank. That is the only pairing that can show where the difference lives.

The diverter's discard volume was measured directly, by draining it after the first event and timing its refill across the rest. We estimated roof wetting and evaporation as the balance term rather than measuring it. It is what is left once the deliberate discards and the overflow are subtracted. A turbidity sample from the diverter's first litres and from tank water quantified what the sacrificed volume was buying in clarity.

  1. 1Meter the true catchment area feeding the downpipe, excluding treeline and parapet shadow.
  2. 2Read the rain gauge after every event; cross-check against the nearest official station.
  3. 3Record the tank inlet meter before and after each event; inflow equals storage change with taps closed.
  4. 4Drain and measure the first-flush diverter volume after each qualifying event.
  5. 5Sample turbidity from the diverter's discard and the tank's stored water for comparison.

Reproducing this test

Any householder can rerun the core of this test with two tools: a rain gauge and a tank inlet meter. Those turn eight weeks of patience into a water balance. Without a meter, the fallback is marking the tank sight-glass after each event and converting height to volume from the tank's capacity curve. Keep the tap closed during the period or you are measuring your own usage, not your roof.

Results

Result legend:MEASUREDSPECESTIMATE
MeasurementValueBasis
Measured catchment area45 m²MEASURED
Total rainfall over eight weeks132 mm (6 events)MEASURED
Textbook theoretical yieldArea × depth at coefficient 1.05,940 LESTIMATE
Delivered to tank4,180 LMEASURED
Effective runoff coefficientMetal roofs are commonly credited 0.850.70MEASURED
Discarded by first-flush diverter≈ 100 L (6 × ~16 L)MEASURED
Wetting, evaporation and single-event gutter lossBalance term; dominated by the 38 mm burst≈ 1,660 LESTIMATE
Turbidity: diverter discard vs tank water148 NTU vs 22 NTUMEASURED

Manufacturer claim vs measured

Textbook formula: 1 mm on 1 m² = 1 L collected

CLAIMED

5,940 L

OBSERVED

4,180 L delivered

DIFFERENCE

−30% over the eight-week windowMEASURED

Metal roof runoff coefficient of 0.85 in sizing guides

CLAIMED

0.85

OBSERVED

0.70 effective with diverter fitted

DIFFERENCE

−0.15, most of it the deliberate discardMEASURED

'Unlimited free water' framing for tank systems

CLAIMED

continuous supply

OBSERVED

6 measurable events in 8 weeks; dry spells dominate

DIFFERENCE

supply is event-driven, not steadyMEASURED

Where the missing 30% went

Roughly 100 L of the gap was spent on purpose. The first-flush diverter discarded about 16 L per event, and that is money well spent. Its dump water measured 148 NTU of turbidity against the tank's 22 NTU. The dirtiest wash-off from a settled roof is where bird mess, pollen and dust concentrate. Throwing that away is the cheapest water-quality decision in the system.

The larger remainder is physics and plumbing. Each dry spell leaves the roof dry, and the next rain must wet that surface and replace evaporated water before any runoff starts. Light 4 mm events were almost entirely eaten this way. The one violent 38 mm burst arrived faster than the downpipe could pass, sending the surplus over the gutter lip. Small frequent rain is the worst case for yield; long heavy storms are better, until they exceed the pipe.

Event size decides everything

Plotting litres-per-millimetre against event size, our yield climbed from near zero at 4 mm to above 0.85 effective coefficient at the biggest event. The formula most sizing guides use quietly assumes a mid-sized event. Run it on a month of drizzle and it lies. Run it on storm season and it only mildly flatters the overflow losses.

Key takeaway: Annual averages hide the truth — plan tanks around how often it rains, not just how much.

What this means for your tank size

Chain the measured numbers into a household figure. A 45 m² roof in a climate averaging 600 mm of rain a year carries a textbook ceiling of 27,000 L. At our measured effective 0.70, a realistic harvest is about 18,900 L. For non-potable uses, that is a genuinely meaningful supply. Think garden irrigation at roughly 10–20 L per plant per day, or toilet flushing at 4–6 L per flush.

What the same numbers rule out is wishful storage. A tank larger than a few weeks of worst-season inflow simply sits empty and breeds mosquitoes. The 1,000 L test tank filled and drew down repeatedly. A 5,000 L tank over the same eight weeks would have shown almost nothing on its sight glass.

The one-line planning rule

Harvestable litres ≈ roof area (m²) × annual rainfall (mm) × 0.7. The 0.7 is not pessimism. It is your roof wetting, your diverter and your gutter overflow billing you. Systems that ignore the bill are the ones that sit dry.

Is harvested water safe to use?

Our tank water at 22 NTU looks clean and is not safe to drink. Turbidity is only a visible stand-in for the invisible load: roof-surface biology, bird urine, and whatever the flashing and pipes leach. Public-health guidance consistently treats roof-harvested water as non-potable unless it is properly treated. Old roofs with lead flashing or asbestos cement are simply not harvest surfaces.

The practical hierarchy our numbers support is: diverter first, then sediment filtration, then disinfection only if you intend to drink. Each stage is a separate decision with its own upkeep cost. Matching treatment to use is how systems stay honest. Garden water does not need the same plant that drinking water does.

Limitations of this test

  • One roof, one climate, eight weeks — seasonal shift and annual totals are extrapolated from local records, not measured here.
  • The wetting/evaporation term is computed as a balance, not measured directly; its split from gutter overflow is approximate.
  • Turbidity is a clarity proxy only; no microbiological or chemical testing was performed by the test desk.
  • Tank draw-down was sealed during the test, so real households with active usage will mix inflow and consumption differently.
  • A single downpipe and diverter size; oversizing either changes the overflow and discard fractions.

Treat roof water as raw material, not drinking water

Never drink untreated roof runoff. Check your roof surface before harvesting at all. Lead flashing, treated timber and asbestos cement all disqualify a catchment. Keep tanks mosquito-proofed per local code, and run pumps and their electrical connections on a protected circuit away from standing water.

Frequently asked questions

How big a roof do I need to fill a 1,000 litre tank?
Use the measured rule: area × rainfall × 0.7. A 1,000 L tank needs about 1,430 L of theoretical harvest. So a 40 m² roof fills it in roughly 36 mm of rain, while a 20 m² roof needs about 71 mm. Our 45 m² roof reached 1,000 L delivered inside the first three events. The binding constraint is rarely roof area; it is how long you have to wait between the events that matter.
Is rainwater from my roof safe to drink?
Not as-collected, no. Even our metered, clean-looking tank water at 22 NTU carries an unmeasured microbiological and chemical load from the roof surface. Public-health guidance treats roof water as non-potable unless treated. Drinking needs at minimum sediment filtration plus a validated disinfection step. Roofs with lead or asbestos surfaces cannot responsibly be made potable at all.
Do I really need a first-flush diverter?
If the water is going anywhere near anything you care about, yes — our samples show why. The diverter's discarded first ~16 litres per event measured 148 NTU against the tank's 22 NTU. A deliberate 2% loss of annual harvest bought a huge clarity gain. Without it, every event's dirtiest wash-off ends up in the water you draw from.
Why does my tank stay empty during light rain?
Because light rain mostly never leaves the roof. Our 4 mm events were almost entirely consumed by surface wetting and evaporation. The measured event-size curve shows near-zero delivery below roughly 6–8 mm on this roof. A thirsty dry season followed by one big storm delivers more tank water than a month of sprinkles with the same total rainfall.
Can I harvest snow or hail instead?
In principle — it is the same water — but our method would change. Snow must be melted before metering. Wetting losses become proportionally larger against cold, slow melt. And a melting snowpack releases its load in one long low-intensity event — exactly the profile our balance term punishes. Treat winter harvest figures as needing their own measurement program before you size anything around them.

Related guides

This test sits inside a wider research cluster. Read the buying guide or comparison it informs.

About this test

This is a Spare Theory field test. Figures tagged MEASURED were recorded by us with the equipment and conditions listed above; figures tagged SPEC are manufacturer claims and ESTIMATE are modelled. We state limitations openly and never present an estimate as a measurement.

Rainfall, delivered volume, diverter discard and turbidity were measured by the Spare Theory test desk over an eight-week period with the instruments listed; the wetting/evaporation loss is a computed balance term. The potable-use guidance reflects public-health publications, not our own water testing beyond turbidity.

Last fact-checked
2026-10-08
Next review due
2027-04-08