Study of bedload transport in backwater flow

This paper studies the flow structure and the bedload transport regime in backwater flows, to provide a theoretical support for solving the sediment transport and bed scour problems in rivers or reservoirs with backwater. The bedload transport rates under different conditions are analyzed first on t...

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Published inJournal of hydrodynamics. Series B Vol. 28; no. 1; pp. 153 - 161
Main Author 金中武 卢金友 吴华莉
Format Journal Article
LanguageEnglish
Published Singapore Elsevier Ltd 01.02.2016
Springer Singapore
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ISSN1001-6058
1878-0342
DOI10.1016/S1001-6058(16)60616-9

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Summary:This paper studies the flow structure and the bedload transport regime in backwater flows, to provide a theoretical support for solving the sediment transport and bed scour problems in rivers or reservoirs with backwater. The bedload transport rates under different conditions are analyzed first on the basis of theoretical analysis, measurement comparison and flume experiment, and it is pointed out that the existing formulas for the bedload transport rate are not applicable for the bedload transport rate in backwater flows. Next, the flow structure in a non-uniform flow is observed by flume experiments, and by introducing the backwater degree index, the quantitative relation between the relative bed shear stress and the backwater degree is obtained. Finally, the formula for the bedload transport rate applicable for the reservoir channel segment with backwater flows is obtained through measurements and flume experiments.
Bibliography:31-1563/T
backwater flow bedload transport flume experiment formula for bedload transport rate
This paper studies the flow structure and the bedload transport regime in backwater flows, to provide a theoretical support for solving the sediment transport and bed scour problems in rivers or reservoirs with backwater. The bedload transport rates under different conditions are analyzed first on the basis of theoretical analysis, measurement comparison and flume experiment, and it is pointed out that the existing formulas for the bedload transport rate are not applicable for the bedload transport rate in backwater flows. Next, the flow structure in a non-uniform flow is observed by flume experiments, and by introducing the backwater degree index, the quantitative relation between the relative bed shear stress and the backwater degree is obtained. Finally, the formula for the bedload transport rate applicable for the reservoir channel segment with backwater flows is obtained through measurements and flume experiments.
Zhong-wu JIN , Jin-you LU , Hua-li WU( 1. Changjiang River Scientific Research Institute, Wuhan 430010, China ;2. Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area, Yichang 443002, China)
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ISSN:1001-6058
1878-0342
DOI:10.1016/S1001-6058(16)60616-9