Measure the footprint
The Water Research Commission defines roof catchment area from the horizontal building and overhang footprint.
South African rainwater harvesting calculator
Estimate annual roof yield, first-flush volume, a practical reserve target, a starting tank size and basic gutter and downpipe checks.
Start calculating ↓Rainwater planning
Enter local annual rainfall and a realistic daily non-potable demand. A single annual average is useful for planning, but it cannot reproduce seasonal storage behaviour.
The method
Each output shows its assumptions so you can replace defaults with the dimensions, pack sizes and rates available to you.
The Water Research Commission defines roof catchment area from the horizontal building and overhang footprint.
One millimetre over one square metre equals one litre; the runoff coefficient accounts for wetting, leakage, spillage and evaporation.
The reserve target includes dead storage. WRC guidance says 10–20% may be unavailable when the exact value is unknown.
WRC guidance covers first flush, gutter sizing, filtration, tank placement, overflow and treatment.
Important boundary
Rainfall timing, dry spells, roof cleanliness, tank overflow and actual demand determine reliability. Use local time-series data for a final tank design.
See all calculators →Real questions
Multiply roof footprint in m² by rainfall in mm and the runoff coefficient. One millimetre falling on one square metre is one litre before losses.
A coefficient near 1 represents a smooth, efficient catchment. A conservative 0.8 starting value allows for losses, but roof material and system condition should guide the input.
WRC guidance describes a typical diversion depth of 0.5–1.5 mm over the roof catchment. Dirtier roofs or longer dry periods can need more.
Not without a suitable potable-water design, approved materials, filtration, disinfection, testing and maintenance. This tool is intended for planning, especially non-potable uses.