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The Stormwater Runoff Calculator helps civil engineers estimate peak stormwater runoff rates using the Rational Method. Calculate runoff flow rates based on drainage area, surface type, and rainfall intensity for stormwater management and drainage design.
The Rational Method (Q = C × I × A) is the most common approach for estimating peak runoff from small drainage areas. Proper runoff estimation ensures adequate drainage capacity and helps design stormwater management systems.
Enter drainage area, surface type (impervious vs. pervious), and design rainfall intensity to calculate peak runoff rate. The calculator uses standard runoff coefficients for different surface types and helps size drainage infrastructure including pipes, swales, and detention facilities.
Features
Everything you need
- Rational Method calculations
- Runoff coefficient database
- Multiple surface type support
- Peak flow rate determination
- Design storm intensity inputs
- Drainage area calculations
- Imperial and metric units
How it works
Simple workflow
- 1Enter drainage area
- 2Select surface type (asphalt, grass, roof, etc.)
- 3Input design rainfall intensity
- 4Review calculated peak runoff rate
- 5Size drainage infrastructure accordingly
Use cases
Built for real-world scenarios
Drainage design
Size drainage pipes, swales, and channels based on calculated runoff rates.
Stormwater management
Estimate runoff for detention pond and stormwater facility design.
Site development
Calculate runoff impacts of development and impervious surface increases.
Permit applications
Generate runoff calculations required for stormwater management permits.
FAQ
Frequently asked questions
Rational Method: Q = C × I × A, where Q is peak flow (cfs), C is runoff coefficient, I is rainfall intensity (in/hr), and A is drainage area (acres). It assumes uniform rainfall and is valid for areas under 200 acres.
C values: Asphalt/concrete 0.90-0.95, Roofs 0.95, Gravel 0.50, Grass/lawn 0.25-0.40, Forest 0.10-0.20. Higher values mean more runoff, less infiltration.
Common design storms: 10-year (2-3 in/hr), 25-year (3-4 in/hr), 100-year (4-6 in/hr). Intensity varies by location and duration. Check local drainage criteria.
Use pervious surfaces (grass, permeable pavement), install green infrastructure (rain gardens, bioswales), and implement detention/retention facilities to reduce peak flows.
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We're always looking to improve our calculators. If you have ideas for new features, improvements, or found something that could work better, we'd love to hear from you.
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