Prototype spillway experience during large floods: extraordinary high Reynolds number overflow events
During major floods, large dams can discharge very high-velocity free-surface flows with extraordinary high Reynolds number (Re > 108). Quantitative observations of large flood events are extremely rare and constitute a major knowledge gap. In this contribution, the operation of three large dam spillways is reviewed for flow conditions at extraordinary high Reynolds numbers. All the spillways were un-gated, equipped with an ogee crest, followed by a steep chute and energy dissipator. On the spillway chute, the flow accelerated, transient elongated vortices were observed, and the water surface became choppy, before becoming self-aerated. At the inception region of free-surface aeration, dynamic interactions between large-scale turbulent structures and the free-surface were seen. The inception region was well-marked and a robust correlation for the aeration inception location was derived at extraordinary high Reynolds numbers. Intense free-surface aeration was observed downstream of inception, with complex three-phase coupling between air, water and sediments, as well as air–water surface waves in the energy dissipator.
Authors
- Hubert Chanson (ORCID: https://orcid.org/0000-0002-2016-9650)
- Carlos Gonzalez (ORCID: https://orcid.org/0000-0003-4120-0407)
Institutions
- The University of Queensland (AU)
Publication Details
- Journal
- Journal of Hydraulic Research
- Published
- 2026-08-24
- DOI
- https://doi.org/10.1080/00221686.2026.2691437
- Primary Topic
- Hydraulic flow and structures
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- University of Queensland