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Floodflow characteristics of Filbin Creek at proposed interstate highway 526, North Charleston, South Carolina
A study to determine the impact of two alternative construction plans for proposed interchange between the existing Interstate Highway 26 and Interstate Highway 526 in the Filbin Creek drainage basin near North Charleston, South Carolina was performed by the U.S. Geological Survey, in cooperation with the South Carolina Department of Highways and Public Transportation. A computerized reservoir routing technique was used to route synthetic flood hydrographs through the basin system. Simulation results indicate that the new roadway will cause little or no change in water-surface elevations downstream of Interstate Highway 26. Upstream of Interstate Highway 26, approximately 0.5 foot of backwater will be created by either alternative during a 100-year flood as a result of the Interstate Highway 526 embankments and structures. (USGS)
Suggested Citation
Bohman, L.R., 1984, Floodflow characteristics of Filbin Creek at proposed interstate highway 526, North Charleston, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 84-4323, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844323.
Study Area
Publication type
Report
Publication Subtype
USGS Numbered Series
Title
Floodflow characteristics of Filbin Creek at proposed interstate highway 526, North Charleston, South Carolina