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Conclusions New structural formulas for calculating the transport capacity of a flow for various fractions of the suspended load were obtained on the basis of an analysis and generalization of the existing recommendations. As a result of processing the experimental data of Soviet and foreign authors, relations were obtained for the average dimensionless height and length of the jumps of particles and for determining the sediment discharge in channels composed of noncohesive soils uniform and nonuniform in size. Relations for determining the parameters of bed forms were also obtained on the basis of the experimental data.
Conclusions New structural formulas for calculating the transport capacity of a flow for various fractions of the suspended load were obtained on the basis of an analysis and generalization of the existing recommendations. As a result of processing the experimental data of Soviet and foreign authors, relations were obtained for the average dimensionless height and length of the jumps of particles and for determining the sediment discharge in channels composed of noncohesive soils uniform and nonuniform in size. Relations for determining the parameters of bed forms were also obtained on the basis of the experimental data.
Transport capacity of open-channel flows
Aliev, T. A. (author)
1990
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
Transport capacity of open-channel flows
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