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Scientific Investigations Report 2010–5066

Prepared in cooperation with the Alabama Department of Transportation

Flood-Depth Frequency Relations for Rural Streams in Alabama, 2003

By K.G. Lee and T.S. Hedgecock

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ABSTRACT

Equations have been defined for estimating the depth of water for floods having a 67-, 50-, 20-, 10-, 4-, 2-, and 1-percent chance exceedance on rural streams in Alabama. Multiple regression analyses of streamgage data were used to define the equations. Eight basin and climatic characteristics that were computed by using a geographical information system were evaluated as independent variables to determine their statistical significance for the dependent variable, flood depth.

Drainage area was the most statistically significant independent variable tested. Addition of other significant variables did not decrease the standard error of prediction by more than 2 percent. Regression relations, for four different hydrologic regions, were developed to estimate flood depth for rural, ungaged streams as a function of the basin drainage area. These relations are based on computed depths that correspond to the flood magnitude and frequency for 164 streamgages in Alabama and 42 streamgages in adjacent States having at least 10 years of consecutive record. These relations utilize observed flood data collected through 2003. The geologic, physiographic, and climatic variability affecting flood depth is reflected in the constant (intercept) and exponent (slope) for each regional regression equation. Average standard errors of prediction for these regression equations range from 18 to 38 percent.

First posted July 14, 2010

For additional information contact:
Director
USGS Alabama Water Science Center
75 TechnaCenter Drive
Montgomery, AL 36117
http://al.water.usgs.gov/

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Suggested citation:

Lee, K.G., and Hedgecock, T.S., 2010, Flood-depth frequency relations for rural streams in Alabama, 2003: U.S. Geological Survey Scientific Investigations Report 2010–5066, 25 p. (Also available online at http://pubs.usgs.gov/sir/2010/5066/.)



Contents

Abstract

Introduction

Purpose and Scope

Previous Studies

Description of the Study Area

Definition of Flood Depths

Flood Magnitude and Frequency at Streamgages

Determination of Flood-Depth Frequency Relations

Data Selection

Regression Analysis

Accuracy and Limitations

Application of Flood-Depth Frequency Equations

Summary

References

Appendix 1. Flood depths for selected exceedance probabilities at rural streamgages used in Alabama rural depth regression analyses


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