Technical Papers
Dec 8, 2021

Numerical Study on Resistance to Flow in Meandering Channels

Publication: Journal of Hydraulic Engineering
Volume 148, Issue 2

Abstract

Focusing on the effect of the meandering planform, two functions are investigated by a numerical experiment: the first represents the ratio between the intensities of the resisting forces acting on a meandering flow and its corresponding straight flow; and the second represents the ratio between the intensities of the resisted meandering flow itself and its corresponding straight flow. Both functions depend on the sinuosity (or relative curvature) and the width-to-depth ratio. The two functions and their numerical results are thoroughly analyzed, showing the following: (1) meandering causes an increase in the resistance to flow, with a greater resistance occurring in the stream having an “intermediate” sinuosity (or “large” relative curvature) and a “small” width-to-depth ratio; (2) there is an imbalance between the driving and resisting forces in a meandering stream, and the degree of this imbalance has a direct interrelation with the intensity of the “kinetic-energy-weighted” convergence of flow; and (3) the ratio of kinetic to potential energy of a meandering flow cannot be reflected by the square of the (Chézy) resistance factor alone, and the two things manifest different variation patterns versus the sinuosity and the width-to-depth ratio. These findings are likely to advance the understanding of the resistance to flow in meandering channels.

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Data Availability Statement

All data, models, and codes generated or used during the study appear in the published article.

Acknowledgments

This work was supported by the National Key Research and Development Program of China under Grant No. 2016YFC0402501; the National Natural Science Foundation of China (NSFC) under Grant No. 51479071; the “111” Project under Grant Nos. B17015 and B12032; and the Priority Academic Program Development of Jiangsu Higher Education Institutions under Grant No. 3014-SYS1401.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 148Issue 2February 2022

History

Received: Aug 27, 2020
Accepted: Jul 29, 2021
Published online: Dec 8, 2021
Published in print: Feb 1, 2022
Discussion open until: May 8, 2022

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Lecturer, School of Civil Engineering, Institute of Disaster Prevention, Langfang, Hebei 065201, China; formerly, Ph.D. Candidate, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. ORCID: https://orcid.org/0000-0001-9073-7628
Wen-Hong Dai [email protected]
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China; State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210098, China (corresponding author). Email: [email protected]
Ana Maria Ferreira da Silva, A.M.ASCE
Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.
Hong-Wu Tang
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China; State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210098, China.

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  • Numerical study of flow characteristics in compound meandering channels with vegetated floodplains, Physics of Fluids, 10.1063/5.0122089, 34, 11, (115107), (2022).

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