Technical Papers
Oct 27, 2018

Analytical Model for Lateral Depth-Averaged Velocity Distributions in Rectangular Ice-Covered Channels

Publication: Journal of Hydraulic Engineering
Volume 145, Issue 1

Abstract

Based on the Reynolds-averaged Navier–Stokes equations and the Shiono and Knight method, this paper describes the development of an analytical model to predict the lateral distribution of depth-averaged velocities in steady uniform flows in rectangular ice-covered channels, including the effect of river bed resistance, ice sheet resistance, eddy viscosity, and secondary flows. The analytical model has three working conditions: full ice cover, symmetrical shore ice, and asymmetrical shore ice. The modeled results agreed well with the available experimental data, thereby indicating that the proposed model can accurately predict the lateral distribution of depth-averaged velocity in rectangular ice-covered channels. The application of dimensionless eddy viscosity, resistance coefficient, and secondary flow coefficient was analyzed. Results illustrate that the calculation method for the dimensionless eddy viscosity and resistance coefficient in open channels is also applicable to ice-covered channels. The study shows that secondary flow, which has a close relationship with flow depth, plays an important role in ice-covered channels. In the application of the model, ignoring the secondary flow will lead to a large computational error.

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Acknowledgments

This work was financially supported by the Natural Science Foundation of China (Grant Nos. 51439007, 11672213, and 11872285). Special thanks to the chief editor, associate editor, and anonymous reviewers for their very helpful comments and suggestions on this paper.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 1January 2019

History

Received: Jul 3, 2017
Accepted: Jul 16, 2018
Published online: Oct 27, 2018
Published in print: Jan 1, 2019
Discussion open until: Mar 27, 2019

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Master’s Degree Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Wenxin Huai [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China (corresponding author). Email: [email protected]
Ph.D. Candidate, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing 210098, China; Engineer, Yunnan Survey and Design Institute of Water Conservancy and Hydropower, No. 376, Qingnian Rd., Kunming 650021, China. Email: [email protected]

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