Experimental Study on Downstream Slope Erosion Prevention for Ski-jump Energy Dissipation in Steep Narrow Valley

ZHOU Wang-wu, WEI Jie, MIAO Bao-guang, DAI Xiao-bing, REN Wei-chen

Journal of Changjiang River Scientific Research Institute ›› 2024, Vol. 41 ›› Issue (2) : 76-81.

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Journal of Changjiang River Scientific Research Institute ›› 2024, Vol. 41 ›› Issue (2) : 76-81. DOI: 10.11988/ckyyb.20221196
Hydraulics

Experimental Study on Downstream Slope Erosion Prevention for Ski-jump Energy Dissipation in Steep Narrow Valley

  • ZHOU Wang-wu1,2, WEI Jie1,2, MIAO Bao-guang1,2, DAI Xiao-bing1,2, REN Wei-chen3
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Abstract

An experimental study was conducted to investigate the scour prevention of downstream slopes in steep narrow valleys based on the ski-jump energy dissipation of the overflow tunnel at Lawa Hydropower station. The hydraulic characteristics of the slopes were analyzed using both fixed bed and moving bed tests. The experimental findings indicate that the water flow pattern, near-bank velocity, and fluctuating pressure of the skew bucket are superior to those of beveled flip bucket. Additionally, the elevation of the maximum impact pressure point on the riverbank is close to the lowest elevation of bedrock’s capacity to withstand scouring velocity. The scour pattern on steep slopes simulated with granular soils aligns well with the flow velocity law observed in fixed bed banks, thereby providing a more accurate representation of the damage caused by water scour on steep bedrock slopes. These research results hold significant reference value for determining bank slope support, protection depth, and support structure design in similar projects.

Key words

ski-jump energy dissipation / skew bucket / beveled flip bucket / slope erosion prevention / fluctuating pressure / scouring experiment

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ZHOU Wang-wu, WEI Jie, MIAO Bao-guang, DAI Xiao-bing, REN Wei-chen. Experimental Study on Downstream Slope Erosion Prevention for Ski-jump Energy Dissipation in Steep Narrow Valley[J]. Journal of Changjiang River Scientific Research Institute. 2024, 41(2): 76-81 https://doi.org/10.11988/ckyyb.20221196

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