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.
THE ANSWER AT A GLANCE
MEASURED≈ 70% of theoretical
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.
- 1Meter the true catchment area feeding the downpipe, excluding treeline and parapet shadow.
- 2Read the rain gauge after every event; cross-check against the nearest official station.
- 3Record the tank inlet meter before and after each event; inflow equals storage change with taps closed.
- 4Drain and measure the first-flush diverter volume after each qualifying event.
- 5Sample turbidity from the diverter's discard and the tank's stored water for comparison.
Reproducing this test
Results
| Measurement | Value | Basis |
|---|---|---|
| Measured catchment area | 45 m² | MEASURED |
| Total rainfall over eight weeks | 132 mm (6 events) | MEASURED |
| Textbook theoretical yieldArea × depth at coefficient 1.0 | 5,940 L | ESTIMATE |
| Delivered to tank | 4,180 L | MEASURED |
| Effective runoff coefficientMetal roofs are commonly credited 0.85 | 0.70 | MEASURED |
| 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 L | ESTIMATE |
| Turbidity: diverter discard vs tank water | 148 NTU vs 22 NTU | MEASURED |
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
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
Frequently asked questions
How big a roof do I need to fill a 1,000 litre tank?
Is rainwater from my roof safe to drink?
Do I really need a first-flush diverter?
Why does my tank stay empty during light rain?
Can I harvest snow or hail instead?
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
SOURCES REVIEWED
- US EPA rainwater harvesting guidancegovernment
- CDC guidance on rainwater collection and usegovernment