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Factors controlling stable channel shapes of all-American canal, which will divert 15,000 cu ft per sec from Colorado River; critical velocity formulas for non-silting, non-scouring velocities; comparison of formulas for width-depth relation; conditions required for stable channels for clear water, for channels carrying solids in suspension, and channels carrying bed load; colloids; stable channel shapes.
Factors controlling stable channel shapes of all-American canal, which will divert 15,000 cu ft per sec from Colorado River; critical velocity formulas for non-silting, non-scouring velocities; comparison of formulas for width-depth relation; conditions required for stable channels for clear water, for channels carrying solids in suspension, and channels carrying bed load; colloids; stable channel shapes.
Stable channels in Erodible material
Am Soc Civ Engrs -- Proc
Lane, E.W. (author)
1935
20 pages
Bibliography
Article (Journal)
English
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