Resistance Equation for Alluvial-Channel Flow

by Durl E. Burkham, Hydro.; U.S. Geological Survey, Sacramento, Calif.,
David R. Dawdy, (M.ASCE), Hydro.; U.S. Geological Survey, Menlo Park, Calif.,


Serial Information: Journal of the Hydraulics Division, 1976, Vol. 102, Issue 10, Pg. 1479-1489


Document Type: Journal Paper

Discussion: Day Terence J. (See full record)
Discussion: Engmann Edwin O. (See full record)
Closure: (See full record)

Abstract: The equation developed by Keulegan for resistance to turbulent flow in uniform rigid-boundary conduits can be used (with reasonably accurate results) to represent resistance to turbulent flow in alluvial channels providing that a mathematical correction is made and certain channel conditions exist. The results of this study may be useful in eliminating some of the empiricism that was introduced to reduce bias in the modified Einstein method of computing total sediment load.

Subject Headings: Flow resistance | Turbulent flow | Load and resistance factor design | Channel flow | Alluvial channels | Uniform flow | Conduits | Mathematics

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