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Boundary Shear in Channel with Flood Plain
Shear stress distributions were measured around the periphery of a channel of complex cross section using Preston tube. The complex section consists of a deep channel and a flood plain. The measurements were carried out in the laboratory for flow in the full cross section and when the flow was confined to the deep section. In this way it was possible to compare shear stress distributions under both isolated and interacting conditions. This has revealed that the presence of the interaction between a channel and its flood plain has significantly altered the values and distributions of boundary shear.
Boundary Shear in Channel with Flood Plain
Shear stress distributions were measured around the periphery of a channel of complex cross section using Preston tube. The complex section consists of a deep channel and a flood plain. The measurements were carried out in the laboratory for flow in the full cross section and when the flow was confined to the deep section. In this way it was possible to compare shear stress distributions under both isolated and interacting conditions. This has revealed that the presence of the interaction between a channel and its flood plain has significantly altered the values and distributions of boundary shear.
Boundary Shear in Channel with Flood Plain
Myers, Robert C. (Autor:in) / Elsawy, Elsayed M. (Autor:in)
Journal of the Hydraulics Division ; 101 ; 933-946
01.01.2021
141975-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Closure to “Boundary Shear in Channel with Flood Plain”
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