Case Studies
Sep 9, 2022

Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows

Publication: Journal of Hydraulic Engineering
Volume 148, Issue 11

Abstract

A spillway is a conveyance structure designed to pass flood waters. The construction of steps down the steep chute may contribute to some energy dissipation, in turn reducing the size of the downstream energy dissipator. A unique opportunity for field observations was provided at the Hinze Dam Stage 3 (Gold Coast, Australia) between 2013 and 2021. Detailed observations were conducted for six overflow discharges within 20.9  m3/s<Q<334  m3/s with Q the volume discharge, corresponding to dimensionless discharges 0.44<dc/h<2.82 with dcthe critical depth and h the step height and Reynolds numbers ranging from 0.68×107 to 10.8×107. Some uniquely novel aspects of the research included a series of systematic observations of a full-scale prototype stepped spillway, operating with a relatively wide range of unit discharges 1.71  m2/s<q<27.3  m2/s with q the unit discharge. The observations provided new information on the basic hydraulic flow patterns, inception of free-surface aeration, and surface velocity field. Overall, the current study detailed some unique insights into the mechanisms leading to air entrainment in skimming flows in high-velocity prototype stepped spillways. While surface velocity measurements were achieved, the limitations are discussed and future enhancements are proposed.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Further information is reported in Chanson (2021).

Acknowledgments

The author wants to thank the reviewers, Dr. Gangfu Zhang (AECOM, Australia) and Dr. John Macintosh (Water Solutions, Australia), for the detailed comments on the report and very helpful suggestions. He further thanks Professor Jorge Matos for constructive exchanges. The author acknowledges Mr. Barton Maher (Seqwater) for providing technical details of the Hinze Dam Stage 3, as well as all the Seqwater personnel who assisted the author during technical visits. He also thanks Mr. Rui (Ray) Shi (The University of Queensland) for his technical advice on the optical flow calculations. Professor Fabian Bombardelli (University of California Davis, USA) is thanked for his encouragement. The financial support of the University of Queensland, School of Civil Engineering is acknowledged.

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Journal of Hydraulic Engineering
Volume 148Issue 11November 2022

History

Received: Jul 14, 2021
Accepted: Jun 12, 2022
Published online: Sep 9, 2022
Published in print: Nov 1, 2022
Discussion open until: Feb 9, 2023

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Professor in Hydraulic Engineering, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia. ORCID: https://orcid.org/0000-0002-2016-9650. Email: [email protected]

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