Inception Line of Air Entrainment for Converging Stepped Spillways

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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Publication Details

Journal
Journal of Hydraulic Engineering
Published
2024-09-28
DOI
https://doi.org/10.1061/jhend8.hyeng-13798
Citations
1
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
0.26
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article

Inception Line of Air Entrainment for Converging Stepped Spillways

Hui Xu, Guangyuan Liu, Jiangang Feng, Fei Ma et al.
1 citations
Journal of Hydraulic Engineering
Hydraulic flow and structures
0.26
article

Inception Line of Air Entrainment for Converging Stepped Spillways

Hui Xu, Guangyuan Liu, Jiangang Feng, Fei Ma, Shangtuo Qian, Yu Zhou
article en
1 citations

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.

Journal of Hydraulic EngineeringVol. 151(1)
Hohai University (CN), Zhejiang University of Water Resource and Electric Power (CN)
Climate action
Openalex Percentile: Top 45%
Hydraulic flow and structures
0.26
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Inception Line of Air Entrainment for Converging Stepped Spillways — Hui Xu, Guangyuan Liu, et al. · Journal of Hydraulic Engineering (2024) | TGRS Research Map | TGRS