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Relationship between transport of bed load, formation of dunes, and hydraulic resistance of alluvial streams is evaluated; total resistance is caused partly by friction and partly by expansion losses, which may be estimated by Carnot's formula; only frictional part of total energy is effective in transport of bed load; number of dimensionless parameters necessary to characterize given flow regime is examined and it is argued that, for given slope and bed material, definite relationship must exist between water depth and bed load parameters.
Relationship between transport of bed load, formation of dunes, and hydraulic resistance of alluvial streams is evaluated; total resistance is caused partly by friction and partly by expansion losses, which may be estimated by Carnot's formula; only frictional part of total energy is effective in transport of bed load; number of dimensionless parameters necessary to characterize given flow regime is examined and it is argued that, for given slope and bed material, definite relationship must exist between water depth and bed load parameters.
Hydraulic resistance of alluvial streams
ASCE -- Proc (J Hydraulics Div)
Engelund, F. (author)
1966
12 pages
Article (Journal)
English
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Hydraulic Resistance of Alluvial Streams
| ASCE | 2021
Discussion of “Hydraulic Resistance of Alluvial Streams”
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Discussion of “Hydraulic Resistance of Alluvial Streams”
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Closure to “Hydraulic Resistance of Alluvial Streams”
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