Uniform Water Conveyance Channels in Alluvial Materials

by Daryl B. Simons, (M.ASCE), Proj. Chf.; QW Branch, U. S. Geol. Survey, Fort Collins, Colo.,
Maurice L. Albertson, (M.ASCE), Professor of Civil Engineer and Dir. Of CSUF; Colorado State University, Fort Collins, Colo.,


Serial Information: Journal of the Hydraulics Division, 1960, Vol. 86, Issue 5, Pg. 33-71


Document Type: Journal Paper

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Abstract: Two methods are used in design of stable channels, one is regime theory of India and other is limiting-tractive-force theory; description of four types of canals which can be designed by modified form of regime theory; use of tractive-force theory for design in coarse noncohesive range; estimation of design slope in any case by regime theory; method of combining strong points of two theories.

Subject Headings: Alluvial channels | Hydraulic design | Developing countries | Canals | Channel stabilization | Stable channels | Slopes | India | Asia

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