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- W2081923308 abstract "Theoretical consideration of the dynamics of bed load sediment transport leads to expressions for bed grain velocity and sediment transport rate as, respectively, U b = a ( U * − U *c ) and i b = ( a /tan α) ( U * − U *c ) (т 0 −т c ), agreeing in form with many previous analyses. The grain velocity equation agrees well with all experimentally determined velocities of single grains moving over fixed rough beds if a is allowed to vary with bed roughness and saltation height. Values of U *c for such overriding grains are substantially less than normally accepted values. The sediment transport rate equation predicts plane bed experimental data well, over five orders of magnitude of i b . Values of a /tan α increase significantly from lower to upper stage plane beds due to an increase in a with suspended sediment concentration but also due to a decrease in tan α with increasing transport stage and grain size (as predicted by Bagnold)." @default.
- W2081923308 created "2016-06-24" @default.
- W2081923308 creator A5016228750 @default.
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- W2081923308 date "1984-04-01" @default.
- W2081923308 modified "2023-10-15" @default.
- W2081923308 title "Bed Load Grain Velocities and Sediment Transport Rates" @default.
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- W2081923308 doi "https://doi.org/10.1029/wr020i004p00476" @default.
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