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The Detention Pond Calculator helps civil engineers determine required detention pond volumes for stormwater management. Calculate storage capacity needed to control peak runoff rates and meet local drainage requirements.
Detention ponds temporarily store stormwater runoff and release it at controlled rates to prevent downstream flooding. Proper sizing ensures adequate storage capacity while minimizing land use and construction costs.
Enter drainage area, runoff coefficient, rainfall intensity, and detention duration to calculate required detention volume. The calculator uses the Rational Method to determine peak flow and converts to storage volume based on detention time, helping design effective stormwater management facilities.
Features
Everything you need
- Detention volume calculations
- Peak flow determination
- Runoff coefficient inputs
- Design storm intensity support
- Detention duration considerations
- Rational Method application
- Imperial and metric units
How it works
Simple workflow
- 1Enter drainage area
- 2Specify runoff coefficient
- 3Input design rainfall intensity
- 4Set detention duration
- 5Review calculated detention volume
Use cases
Built for real-world scenarios
Stormwater management
Design detention ponds to control peak runoff rates and meet drainage requirements.
Site development
Calculate detention requirements for new development and impervious surface increases.
Permit applications
Generate detention volume calculations for stormwater management permits.
Flood control
Size detention facilities to prevent downstream flooding during storm events.
FAQ
Frequently asked questions
Volume = Peak Flow × Detention Time. Peak Flow = C × I × A (Rational Method). For 5 acres, C=0.6, I=3 in/hr, 60-min detention: Q = 9 cfs, Volume = 9 × 3,600 = 32,400 ft³.
Detention ponds temporarily store water and release it (dry between storms). Retention ponds maintain permanent water (wet ponds). Detention controls peak flow, retention provides water quality treatment.
Common: 10-year, 25-year, or 100-year storms depending on local requirements. Intensity varies by location and duration. Check local drainage criteria for specific requirements.
Typical detention: 24-72 hours depending on local requirements. Longer detention reduces peak release rate but requires larger volume. Balance storage needs with release rate limits.
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