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Stability Analysis of a Dam Based on Image Recognition and AutoBank
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Ji-hua YAO1, You-lun WU1, Zi-long SONG1, Ya-ling LIU2, Jing-wei LIANG1, Wen-jie SONG1, Yuan-li YANG1
Water Resources and Power | 2023, 41(10) : 91 - 95
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Water Resources and Power | 2023, 41(10): 91-95
DAM SAFETY AND MONITORING
Stability Analysis of a Dam Based on Image Recognition and AutoBank
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Ji-hua YAO1, You-lun WU1, Zi-long SONG1, Ya-ling LIU2, Jing-wei LIANG1, Wen-jie SONG1, Yuan-li YANG1
Affiliations
  • 1.Hunan Institute of Water Resources and Hydropower Research, Changsha 410007, China
  • 2.Hunan Jiuyi Engineering Design Co., Ltd., Changsha 410018, China
Published: 2023-10-25 doi: 10.20040/j.cnki.1000-7709.2023.20230451
Outline
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The total leakage amount behind a certain reservoir dam reaches 16.7 L/s, with the seepage points being the drainage body at the dam foot and the low culvert, but the anti-seepage body inside the dam is weak to slightly permeable and tightly cemented. The image recognition results reveal that the dam body outside the low culvert pipe has formed a penetrating leakage channel. This article selects the centerline of the dam body and the cross-section of the culvert pipe position as example. Based on measured data such as the physical parameters of the rock and soil of the dam body and the leakage amount behind the dam, AutoBank modeling was used to calculate and modify the stability of the dam, while simulating the stability of the reinforced dam. The results show that the water inside the low culvert pipe comes from the water seepage outside the pipe wall, and the leakage points are generally concentrated in the pile number K0+058~0+131.5, mainly in the form of rain or jet, while other sections are in the form of drip or no seepage. The dam body within 2.9 m outside the culvert pipe has formed a penetrating leakage channel, which is the main cause of drainage and culvert pipe leakage. The central section of the dam is in a state of seepage and anti-sliding stability under the conditions of 176.50 m water level, normal water storage level, and check flood level. The cross-section of the dam culvert pipe location undergoes seepage failure under various working conditions, and the calculated total leakage is in good agreement with the on-site measured value; Except for the anti-sliding instability of the upstream dam slope under the condition of sudden water level drop, the dam slopes under all other conditions are stable. After reinforcement, the dam is in seepage and anti-sliding stability under all working conditions.

image recognition  /  AutoBank  /  external water infiltration  /  leakage channel  /  stability
Ji-hua YAO, You-lun WU, Zi-long SONG, Ya-ling LIU, Jing-wei LIANG, Wen-jie SONG, Yuan-li YANG. Stability Analysis of a Dam Based on Image Recognition and AutoBank[J]. Water Resources and Power, 2023 , 41 (10) : 91 -95 . DOI: 10.20040/j.cnki.1000-7709.2023.20230451
Year 2023 volume 41 Issue 10
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20230451
  • Receive Date:2023-03-24
  • Online Date:2026-01-28
  • Published:2023-10-25
Article Data
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History
  • Received:2023-03-24
  • Revised:2023-05-13
Funding
Affiliations
    1.Hunan Institute of Water Resources and Hydropower Research, Changsha 410007, China
    2.Hunan Jiuyi Engineering Design Co., Ltd., Changsha 410018, 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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