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.

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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

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article

Prototype spillway experience during large floods: extraordinary high Reynolds number overflow events

Hubert Chanson, Carlos Gonzalez
Journal of Hydraulic Research
Hydraulic flow and structures
article

Prototype spillway experience during large floods: extraordinary high Reynolds number overflow events

Hubert Chanson, Carlos Gonzalez
article en

Abstract

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.

Journal of Hydraulic Research
The University of Queensland (AU)
University of Queensland
Openalex Percentile: Top 16%
Hydraulic flow and structures
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