What This Solves
Calculates the required detention storage volume using multiple simplified methods (Modified Rational, Baker, FAA) without full hydrograph routing.
Best Used When
- You need a preliminary estimate of detention storage volume for site planning
- You want to compare storage estimates from several standard screening methods
- You are at the conceptual design stage and full routing analysis is not yet warranted
Do NOT Use When
- You need full hydrograph routing to verify pond and outlet sizing — Use Level Pool Routing Calculator
- You need to size the pond dimensions and outlet structure, not just the volume — Use Pond Sizing Calculator
Key Assumptions
- Simplified volume methods assume idealized inflow and outflow hydrograph shapes
- The allowable release rate is known and constant
- Each method has its own inherent assumptions about hydrograph shape and timing
- Results are preliminary and should be verified with full routing for final design
Input Quality Notes
Allowable release rate is typically set by local regulations (e.g., pre-development peak flow for a specified return period). Verify this value with the reviewing authority before sizing.
Calculation Method
Modified Rational Method: Calculate storage from peak flows using triangular hydrograph approximation. Best for preliminary sizing.
Storage Volume Overview
Detention storage volume is the amount of stormwater that must be temporarily held in a detention basin to reduce peak discharge rates to allowable levels.
The Modified Rational Method calculates storage as:
Where:
- Vs = Required storage volume
- Qi = Peak inflow (post-development)
- Qo = Allowable outflow (pre-development)
- tc = Time of concentration
- td = Critical storm duration
Method Comparison
| Method | Best For | Accuracy |
|---|---|---|
| Modified Rational | Preliminary sizing | Good for small watersheds |
| Baker Method | Quick estimates | Approximate |
| FAA Method | Airport drainage | Conservative |
| Simplified | Screening analysis | Order of magnitude |
For final design, use level pool routing with detailed stage-storage-discharge relationships.
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Last verified: February 2026