Abstract

In the traditional stepped spillways with uniform width, the inception points of air entrainment along the spillway transverse direction generally remain at a similar distance from the spillway entrance, and can therefore be treated as a 2D problem. In the converging stepped spillways, the converging sidewall causes a nonuniform flow distribution along the spillway transverse direction, and a disturbed flow region is generated near the converging sidewall with significantly higher flow depth and discharge and lower air concentration. Their inception points are no longer a 2D problem and were investigated by physical experiments in this study. It was found that the line of the inception points curves downstream in the disturbed flow region and ended at the standing wave with limited air entrainment, while it formed the approximately straight line in the undisturbed flow region away from the converging sidewall. Therefore, the inception line of air entrainment in the converging stepped spillways can be described by the straight and curved lines and two intersections. The effects of the inlet flow discharge and the sidewall convergence angle were tested and analyzed. The expressions for the straight and curved lines and the two intersections are established, which can help to identify the inception line of air entrainment for the converging stepped spillways and make reasonable predictions.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was supported by the National Natural Science Foundation of China (Grant Nos. 51809079 and 52279063), Natural Science Foundation of Jiangsu Province (Grant No. BK20231462), Jiangsu Innovation Support Programme for International Science and Technology Cooperation (Grant No. BZ2023047), and Joint Funds of the Zhejiang Provincial Natural Science Foundation of China (Grant No. LZJWY23E090002).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 151Issue 1January 2025

History

Received: May 26, 2023
Accepted: Jul 17, 2024
Published online: Sep 28, 2024
Published in print: Jan 1, 2025
Discussion open until: Feb 28, 2025

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Guangyuan Liu [email protected]
Ph.D. Candidate, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Shangtuo Qian [email protected]
Associate Professor, College of Agricultural Science and Engineering, Hohai Univ., Nanjing 210098, China; College of Hydraulic and Civil Engineering, XiZang Agriculture and Animal Husbandry College, Linzhi 860000, China (corresponding author). Email: [email protected]
Jiangang Feng [email protected]
Professor, College of Agricultural Science and Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Professor, College of Agricultural Science and Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Associate Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Associate Professor, Key Laboratory for Technology in Rural Water Management of Zhejiang Province, Zhejiang Univ. of Water Resources and Electric Power, Hangzhou 210098, China. ORCID: https://orcid.org/0000-0002-5082-4345. Email: [email protected]

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