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Size a rooftop rainwater recharge pit from roof area, rainfall and soil infiltration — to CGWB guidelines and IS 15797.

What it does
Estimate the annual harvest and the peak storm inflow from a roof, then size a recharge pit so the soil infiltration can drain the design storm without overflowing — using the rational method and CGWB recharge guidance.
Computes the harvestable volume from roof area, rainfall and the runoff coefficient.
Sizes the pit for the design storm inflow versus the soil infiltration rate.
Pit base area is driven by the saturated soil percolation rate, not a rule of thumb.
Flags the desilting chamber and overflow needed for a maintainable pit.
How it works
Roof area, annual rainfall and the runoff coefficient.
Peak rainfall intensity and the soil infiltration rate.
The tool balances inflow against infiltration to find the pit dimensions.
Annual harvest, peak inflow and pit length × width × depth.
Standards
Every result cites the clause it came from, so a reviewer can follow the same path you did.
Artificial recharge / recharge-pit sizing
Roof rainwater harvesting
Peak runoff Q = C·i·A
Who it’s for
A house roof recharging a single soak pit.
Low infiltration drives a larger pit base.
A bigger catchment harvesting to multiple pits.
Meeting a municipal rainwater-harvesting requirement.
FAQ
Something else? Open Rainwater Harvesting Pit and try it with your own numbers.
By balancing the design-storm inflow (rational method) against the soil infiltration rate, so the pit stores only what has not yet infiltrated.
Use the saturated (long-term) percolation rate, not the initial dry rate — designing for the dry rate undersizes the pit.
Yes — a desilting chamber keeps fines out of the pit; without it the infiltration rate drops and the pit clogs.
Provide an overflow; the tool flags it so rare events above the design storm do not flood the area.
The annual harvest = roof area × annual rainfall × runoff coefficient, reported in litres and m³.
Size a rooftop rainwater recharge pit from roof area, rainfall and soil infiltration — to CGWB guidelines and IS 15797.
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