What This Solves
Performs statistical flood frequency analysis using Log-Pearson Type III and Gumbel distributions to estimate flood magnitudes for various return periods from annual peak flow data.
Best Used When
- You have a record of annual peak flows at a gauged site and need design flood estimates
- You need to estimate the 10-, 25-, 50-, or 100-year flood at a stream gauge location
- You want to fit a statistical distribution to observed flood data per USGS Bulletin 17C guidelines
Do NOT Use When
- You are estimating peak flows at an ungauged site without stream gauge data — Use USGS Regional Regression Calculator
- You need a design flow for a small urban drainage area (not a gauged stream) — Use Rational Method Calculator
Key Assumptions
- Annual peak flows are independent and identically distributed random variables
- The record is stationary (no significant trends from land use change, climate change, or regulation)
- Log-Pearson Type III is the standard distribution per USGS Bulletin 17C
- Low outliers are handled using the Grubbs-Beck test or conditional probability adjustment
- The skew coefficient can be weighted with regional skew per Bulletin 17C guidelines
Input Quality Notes
Longer records produce more reliable estimates. Records under 10 years should be supplemented with regional data. Check for regulation changes, diversions, or land use shifts that may make older data non-representative.
Expert Analysis Tool
This calculator performs statistical flood frequency analysis per USGS Bulletin 17C. Requires historical annual peak flow data. Results should be verified by a qualified hydrologist for regulatory applications.
About Flood Frequency Analysis
Flood frequency analysis uses historical annual peak flow data to estimate the magnitude of floods for various return periods (recurrence intervals). The analysis fits a probability distribution to the observed data and extrapolates to estimate flows with lower probabilities of occurrence.
Log-Pearson Type III is the standard method recommended by the U.S. Geological Survey (USGS) and FEMA for flood frequency analysis in the United States. The Gumbel distribution is a simpler alternative often used internationally.
Distribution Comparison
| Aspect | Log-Pearson Type III | Gumbel (EV1) |
|---|---|---|
| Parameters | 3 (mean, std dev, skew) | 2 (location, scale) |
| Skewness | Variable (data-driven) | Fixed (1.14) |
| Standard | USGS, FEMA (US) | International |
| Best for | Most US watersheds | Symmetric distributions |
Data Requirements
Required:
- Minimum 10 annual peak flow values
- Annual maximum instantaneous peaks
- Consistent measurement method
- Representative of current conditions
Recommended:
- 20+ years for reliable skew estimate
- Regional skew for weighted analysis
- Outlier screening before analysis
- Verification with nearby gages
Data Source: Annual peak flow data can be obtained from the USGS National Water Information System (NWIS).
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Last verified: February 2026