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Determination of channel depth and slope to carry given unit discharge and sediment load is given in graphical form on basis of bed load function developed by H.A.EINSTEIN; applications of curves to evaluate effects on river regimen by diversion of flows, construction of dams, contraction of channels, elimination of river forks, and cut-off of bends.
Determination of channel depth and slope to carry given unit discharge and sediment load is given in graphical form on basis of bed load function developed by H.A.EINSTEIN; applications of curves to evaluate effects on river regimen by diversion of flows, construction of dams, contraction of channels, elimination of river forks, and cut-off of bends.
Graphic design of alluvial channels
Am Soc Civ Engrs -- Proc Separate
Chien, N. (Autor:in)
1955
17 pages
Aufsatz (Zeitschrift)
Englisch
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