Flood Frequency Analysis Calculator

Perform flood frequency analysis using Log-Pearson Type III and Gumbel distributions per USGS Bulletin 17C. Estimate flood magnitudes for various return periods from annual peak flow data. Professional-grade statistical hydrology tool.

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.

Input Parameters

Annual Peak Flow Data

Enter historical annual maximum instantaneous peak flows

Enter values separated by commas, spaces, or new lines (cfs). Minimum 10 values required.

Values entered: 0

Enter corresponding years for each peak flow (for plotting position labels)

Analysis Options

Configure the statistical analysis method

Select the probability distribution for analysis

Method for calculating empirical exceedance probabilities

Calculate upper and lower bounds for flood estimates

Regional Skew Adjustment (Optional)

Weighted skew improves estimates when regional data is available

From USGS regional skew map or study (typically -0.5 to 0.5)

Mean square error of regional skew (default: 0.302)

Tip: Regional skew values can be found in USGS Bulletin 17C (Appendix 8) or state-specific USGS publications. If not provided, only station skew will be used.

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

AspectLog-Pearson Type IIIGumbel (EV1)
Parameters3 (mean, std dev, skew)2 (location, scale)
SkewnessVariable (data-driven)Fixed (1.14)
StandardUSGS, FEMA (US)International
Best forMost US watershedsSymmetric 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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