Cedar Creek at Cedartown, Georgia, floodflow characteristics from West Girard Avenue to the Georgia Avenue Relocation
Open-File Report
82-122
By: McGlone Price
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- Document: Report (pdf)
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Abstract
In cooperation with the Highway Division, Georgia Department of Transportation, the U.S. Geological Survey determined the backwater effects of existing bridges and dikes on Cedar Creek at Cedartown, Georgia, for the reach from West Girard Avenue to the Georgia Avenue relocation. The maximum backwater effect for the bridges was 1.7 feet in the upstream approach at the Seaboard Coastline Railroad bridge as a combined result of the Georgia Highway 278 bridge and the Seaboard Coastline Railroad bridge. The maximum effect from the existing dikes was 0.7 foot at the approach section of Georgia Highway 278.
Study Area
| Publication type | Report |
|---|---|
| Publication Subtype | USGS Numbered Series |
| Title | Cedar Creek at Cedartown, Georgia, floodflow characteristics from West Girard Avenue to the Georgia Avenue Relocation |
| Series title | Open-File Report |
| Series number | 82-122 |
| DOI | 10.3133/ofr82122 |
| Edition | - |
| Year Published | 1981 |
| Language | ENGLISH |
| Publisher | U.S. Geological Survey, |
| Contributing office(s) | South Atlantic Water Science Center |
| Description | iii, 22 p., 5 over-size sheets, ill., map ;28 cm. |
| Country | United States |
| State | Georgia |
| City | Cedartown |
| Other Geospatial | Cedar Creek |
| Google Analytic Metrics | Metrics page |