A model has been created for calculating the balanced diversion ratios of flow rate and sediment in the branches of a bifurcated river. The model is based on the extremity law of energy dissipation rate, and involves solving the simultaneous equations of flow and sediment motion for uniform flow in an open channel. The model has been verified by measured data obtained from the Meizizhou and Baguazhou branches of the Yangtze River in China. The parameters that influence the diversion ratios, such as river width, channel roughness and the total inflow, have been analysed. It was found that balanced diversion ratios are more sensitive to river width and roughness than to total inflow. Measures to regulate the Baguazhou branch have been compared further and analysed. The conclusions of this study can provide a theoretical basis for future regulation of the Baguazhou river branch.
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August 2016
Research Article|
July 24 2015
Predicting flow rate and sediment in bifurcated river branches Available to Purchase
Qian Du, MS;
Qian Du, MS
Assistant Engineer
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China
Changjiang Institute of Survey, Planning, Design and Research, Chongqing Branch, Chongqing, China
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Hongwu Tang, PhD;
Hongwu Tang, PhD
Professor
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China
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Saiyu Yuan, PhD;
Saiyu Yuan, PhD
Lecturer
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China
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Yang Xiao, PhD
Yang Xiao, PhD
Professor
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China
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Publisher: Emerald Publishing
Received:
December 18 2014
Accepted:
May 11 2015
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Water Management (2016) 169 (4): 156–167.
Article history
Received:
December 18 2014
Accepted:
May 11 2015
Citation
Du Q, Tang H, Yuan S, Xiao Y (2016), "Predicting flow rate and sediment in bifurcated river branches". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 169 No. 4 pp. 156–167, doi: https://doi.org/10.1680/wama.14.00161
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