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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/v0. 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/v0. 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)
Hydrotechnical Construction ; 21 ; 290-294
01.05.1987
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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