Mean annual runoff and peak flow estimates based on channel geometry of streams in northeastern and western Montana
Water-Resources Investigations Report
83-4046
By: Charles Parrett, R. J. Omang, and J. A. Hull
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Abstract
Equations for estimating mean annual runoff and peak discharge from measurements of channel geometry were developed for western and northeastern Montana. The study area was divided into two regions for the mean annual runoff analysis, and separate multiple-regression equations were developed for each region. The active-channel width was determined to be the most important independent variable in each region. The standard error of estimate for the estimating equation using active-channel width was 61 percent in the Northeast Region and 38 percent in the West region. The study area was divided into six regions for the peak discharge analysis, and multiple regression equations relating channel geometry and basin characteristics to peak discharges having recurrence intervals of 2, 5, 10, 25, 50 and 100 years were developed for each region. The standard errors of estimate for the regression equations using only channel width as an independent variable ranged from 35 to 105 percent. The standard errors improved in four regions as basin characteristics were added to the estimating equations. (USGS)
| Publication type | Report |
|---|---|
| Publication Subtype | USGS Numbered Series |
| Title | Mean annual runoff and peak flow estimates based on channel geometry of streams in northeastern and western Montana |
| Series title | Water-Resources Investigations Report |
| Series number | 83-4046 |
| DOI | 10.3133/wri834046 |
| Edition | - |
| Year Published | 1983 |
| Language | ENGLISH |
| Publisher | U.S. Geological Survey, |
| Description | iv, 57 p. :ill., maps ;28 cm. |
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