French Drain Calculator
Estimate runoff flow, gravel volume, filter fabric, and perforated pipe for a French drain project.
About French drain sizing
French drain examples
Gravel quantities subtract the volume occupied by the perforated pipe.
| Project | Trench and pipe | Estimated materials |
|---|---|---|
| Yard interceptor | 100 ft, 12 in by 18 in, 4 in pipe | 5.23 yd3 gravel and 400 sq ft fabric |
| Wide collector | 50 ft, 18 in by 24 in, 6 in pipe | 5.19 yd3 gravel and 275 sq ft fabric |
| Foundation run | 80 ft, 16 in by 24 in, 4 in pipe | 7.65 yd3 gravel and 426.67 sq ft fabric |
How to estimate a French drain
- Measure the area that contributes water and obtain a suitable design rainfall intensity.
- Choose a runoff coefficient that reflects the surface and soil conditions.
- Lay out the drain route and enter the proposed trench and pipe dimensions.
- Calculate materials, add overlap and delivery allowances, and verify slope and outlet capacity.
French drain calculator FAQ
What runoff coefficient should I use?
Impervious roofs and paving use higher coefficients than lawns or permeable soil. Select a value from local drainage guidance that matches the contributing surface and design method.
Does gravel volume account for the pipe?
Yes, the calculator subtracts the geometric volume of the round pipe from the rectangular trench. It does not add an allowance for compaction, settlement, spillage, or irregular excavation.
How much slope does a French drain need?
A continuous positive slope is essential for a gravity outlet, and one percent is a common practical target. Site constraints and local requirements can change the appropriate minimum.
Why is filter fabric needed?
Compatible geotextile separates surrounding soil from clean drainage stone and slows migration of fines. Poor fabric selection or incomplete wrapping can contribute to clogging and reduced performance.
Can the estimated runoff size the pipe?
The flow result is a preliminary demand estimate only. Pipe capacity must be checked using diameter, slope, roughness, inlet behavior, aggregate voids, and the intended design storm.