Stage-discharge relations for Black Warrior River at Warrior Dam near Eutaw, Alabama; updated 1985
Open-File Report
85-698
By: G. H. Nelson and C. O. Ming
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Abstract
The construction of Warrior Dam, completed in 1962, has resulted in changes to the stage-discharge relations in the vicinity. The scarcity of current-meter measurements, coupled with backwater conditions, make definition of a single stage-discharge relation impossible without considerable error. However, as a useful alternative, limit curves were developed in 1983 that defined the limits of possible stage-discharge relations at the dam tailwater section. Since the 1983 report, 37 discharge values computed through the dam for the flood of December 1983 were used to verify or update the lower end of the limit curves. Data obtained from a current-meter measurement of the February 1961 flood (furnished by the U.S. Army Corps of Engineers) were used to update the upper end of the curves. This report presents the updated information. (USGS)
Suggested Citation
Nelson, G.H., and Ming, C.O., 1986, Stage-discharge relations for Black Warrior River at Warrior Dam near Eutaw, Alabama; updated 1985: U.S. Geological Survey Open-File Report 85-698, iv, 7 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr85698.
ISSN: 2331-1258 (online)
| Publication type | Report |
|---|---|
| Publication Subtype | USGS Numbered Series |
| Title | Stage-discharge relations for Black Warrior River at Warrior Dam near Eutaw, Alabama; updated 1985 |
| Series title | Open-File Report |
| Series number | 85-698 |
| DOI | 10.3133/ofr85698 |
| Year Published | 1986 |
| Language | ENGLISH |
| Publisher | U.S. Geological Survey, |
| Description | iv, 7 p. :ill., map ;28 cm. |