Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Sediment transport in a curved channel
Conclusions Bed-load discharge in a curved channel (with curvature of the channel line and preservation of parallelism of the banks) considerably increases compared with a straight channel, and the more so, the greater the ratio v/$ v_{0} $. The hydraulic resistances in the experiments with a curved channel increase insignificantly compared with a straight channel ('the Chezy coefficients C in the experiments with the curved channel line decrease by 5–12%).
Sediment transport in a curved channel
Conclusions Bed-load discharge in a curved channel (with curvature of the channel line and preservation of parallelism of the banks) considerably increases compared with a straight channel, and the more so, the greater the ratio v/$ v_{0} $. The hydraulic resistances in the experiments with a curved channel increase insignificantly compared with a straight channel ('the Chezy coefficients C in the experiments with the curved channel line decrease by 5–12%).
Sediment transport in a curved channel
Altunin, V. S. (Autor:in) / Larinova, L. V. (Autor:in) / Martinkus, A. T. (Autor:in) / Novikova, N. M. (Autor:in)
1987
Aufsatz (Zeitschrift)
Englisch
BKL:
56.30
Wasserbau
Lokalklassifikation TIB:
770/6550/8000
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