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Study on Effect of Scouring at the End of Dam Apron Foundation on Flow Pattern of Water
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Qian-ru LEI1, Zhen WANG2, Fa-xing ZHANG1, Ai-ling CAI1, 3
Water Resources and Power | 2023, 41(5) : 166 - 169
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Water Resources and Power | 2023, 41(5): 166-169
ELECTROMECHANICS AND CONTROL ENGINEERING
Study on Effect of Scouring at the End of Dam Apron Foundation on Flow Pattern of Water
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Qian-ru LEI1, Zhen WANG2, Fa-xing ZHANG1, Ai-ling CAI1, 3
Affiliations
  • 1.State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China
  • 2.PowerChina Huadong Engineering Corporation Limited, Hangzhou 311122, China
  • 3.Chongqing Vocational College of Transportation, Chongqing 402247, China
Published: 2023-05-25 doi: 10.20040/j.cnki.1000-7709.2023.20222490
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The "reinforced concrete shield and riverbed" junction or pre-excavated pits at the end of the apron of a gate dam with supercritical flow connection mode are often damaged by foundation erosion, which not only leaves the apron in a suspended state, but may also cause the flow pattern at the end of the apron to deviate from the designed supercritical flow pattern, or even form a hydraulic jump like large-scale rolling and scouring riverbed, but there are few relevant research results. For the scenario that suspended foundation at the end of apron caused by local generalized scouring, the detailed observation and computational analysis of the flow patterns near the scour pits of different sizes at the end of the apron were carried out using physical model experiments and three-dimensional turbulence numerical modelling methods. Compared to the supercritical flow pattern at the end of the apron when the foundation is not scoured, the results show that the scour pits change the flow pattern significantly, and can be divided into three categories. The first category is the hydraulic jump upstream of the apron, the second category is the mixed flow in the scour pit and the third category is the quasi-periodic flow pattern consisting of the first two categories. The results of the flow evolution study can provide technical support for the analysis of large-scale damage to the retaining structure downstream of the dam apron, which has certain engineering application value.

supercritical flow connection  /  scour pits  /  apron  /  flow pattern
Qian-ru LEI, Zhen WANG, Fa-xing ZHANG, Ai-ling CAI. Study on Effect of Scouring at the End of Dam Apron Foundation on Flow Pattern of Water[J]. Water Resources and Power, 2023 , 41 (5) : 166 -169 . DOI: 10.20040/j.cnki.1000-7709.2023.20222490
Year 2023 volume 41 Issue 5
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20222490
  • Receive Date:2022-11-27
  • Online Date:2026-01-28
  • Published:2023-05-25
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History
  • Received:2022-11-27
  • Revised:2023-01-07
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Affiliations
    1.State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China
    2.PowerChina Huadong Engineering Corporation Limited, Hangzhou 311122, China
    3.Chongqing Vocational College of Transportation, Chongqing 402247, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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