Rainwater volume from a roof calculator
How much water comes off your roof in a storm? Footprint × inches of rain × 0.6234 × runoff — the number for rain-barrel and discharge planning.
Calculator
A 1,600 ft² roof sheds about 948 gallons in 1.00 inch(es) of rain (948 gal per inch). 1 inch over 1 ft² = 0.6234 US gallons; roof runoff is ~0.90–0.95. For rain-barrel or discharge planning only — NOT a stormwater-detention or storm-sewer design (that’s a pro / local code).
Catchment planning starts with one honest number: the gallons your roof actually sheds. It rides on the horizontal footprint, not the sloped surface — a steeper roof over the same footprint catches the same rain.
The constant 0.6234 is exact: one inch of rain over one square foot is 144 cubic inches, which is 0.6234 US gallons. Roofs shed almost all of it, so the runoff coefficient sits near 0.90–0.95. Multiply footprint by inches by 0.6234 by runoff and you have the volume for a rain barrel, a cistern first-flush, or a discharge sanity check.
This is planning, not stormwater engineering. Detention, retention and storm-sewer connections are code-governed and belong to a professional.
Formula
gallons = footprint_sqft × rainfall_in × 0.6234 × runoff_coeff
0.6234 US gal = 1 inch of rain over 1 ft² (144 in³). Runoff ~0.90–0.95 for a roof.
Worked example
1,600 ft² footprint, 1 inch of rain, runoff 0.95:
1,600 × 1 × 0.6234 × 0.95 = 947.6 gallons per inch.
A 2-inch storm doubles it to about 1,895 gallons — which is why one 55-gallon barrel overflows in the first few minutes. Size the overflow and the discharge, not just the barrel.
Reading the number right
Footprint, not slope area. Rain falls vertically; a 6/12 and a flat roof over the same footprint shed the same volume. (Pitch matters for gutter sizing, not for total gallons.)
Runoff isn’t 1.00. A little wets the surface and evaporates; 0.90–0.95 is realistic for shingles and metal.
Barrels overflow fast. Use the per-inch figure to plan overflow routing to a safe discharge 4–6 ft from the wall, then hand off to grading if it goes farther.
Not a design tool. Cisterns for real supply, detention basins and storm-sewer sizing are engineered to local code — this is a homeowner planning estimate.
Reference table
Gallons a roof sheds per inch of rain = footprint × 0.6234 × runoff. 1 inch over 1 ft² is exactly 144 in³ = 0.6234 US gallons; roof runoff is ~0.90–0.95.
| Roof footprint | Gallons per inch of rain |
|---|---|
| 800 ft² | 473.8 gal/in |
| 1,200 ft² | 710.7 gal/in |
| 1,600 ft² | 947.6 gal/in |
| 2,000 ft² | 1,184.5 gal/in |
| 2,500 ft² | 1,480.6 gal/in |
| 3,000 ft² | 1,776.7 gal/in |
Runoff coefficient 0.95 applied. Rain-barrel and discharge planning only — NOT a stormwater-detention or storm-sewer design.