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Jul 8, 2021

Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement

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Publication: Journal of Hydraulic Engineering
Volume 147, Issue 9

Abstract

This paper presents a case study of a prototype B-type hydraulic jump produced downstream an irrigation-regulating gate in a natural river. The inflow Froude number is Fr1=5.1 and the Reynolds number is Re=9×105. Detailed air–water flow properties and free-surface fluctuating features are investigated on site in the central flow region using intrusive phase-detection probes and nonintrusive acoustic displacement meters. Challenges in employing the phase-detection probe in high-momentum natural water are addressed, including the necessary postprocessing for uncertainty mitigation. While good agreement between the present data and previous laboratory measurements is achieved for the air concentration and interfacial velocity distributions, scale effects are observed for bubble frequency, challenging the validity of previous empirical prediction deriving from laboratory experiments. A greater percentage of large bubbles are detected in the full-scale jump. The free-surface fluctuating characteristics are investigated together with the surface wave propagation in the tailwater. The jump length and roller length in the B-jump are discussed with comparison to existing model equations. Although the investigation is limited to one case, it provides the first physical data obtained in full-scale natural water and an important benchmark data set for future study of scale effects in self-aerated open channel flows.

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Data Availability Statement

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

Acknowledgments

The authors acknowledge the strong support from Yongcheng Water Conservancy Bureau, Henan Province, in coordinating the experiment and building the facility. This research is supported by the National Natural Science Foundation of China (Grant Nos. 51909180 and 51879177) and the Fundamental Research Funds for the Central Universities (Grant No. YJ201931).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 9September 2021

History

Received: Dec 22, 2020
Accepted: Apr 15, 2021
Published online: Jul 8, 2021
Published in print: Sep 1, 2021
Discussion open until: Dec 8, 2021

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Authors

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Zhongtian Bai [email protected]
Assistant Research Fellow, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China. Email: [email protected]
Associate Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China. Email: [email protected]
Rongcai Tang [email protected]
Ph.D. Candidate, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China. Email: [email protected]
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China (corresponding author). ORCID: https://orcid.org/0000-0002-3542-8416. Email: [email protected]
Shanjun Liu [email protected]
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China. Email: [email protected]

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