Roughness Coefficients in Manning's Equation as an Estimating Tool for Bankfull Discharge in Natural Channelsby James Gracie,
Document Type: Proceeding Paper
Abstract: (No paper) This paper compares the results of Annable's work to the roughness coefficients by stream type given in Rosgen (1994) as well as some additional coefficients from the eastern United States; and presents some caveats in using Mannings Equation in estimating bankfull discharge for the purpose of selecting a design discharge for restoration work.
Subject Headings: Water discharge | Hydraulic roughness | Ecological restoration | River bank stabilization | Hydraulic design | North America | United States
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