Inversion analysis on seepage control characteristics of double cut-off walls for the extra-high core rockfill dam at Changheba Hydropower Station
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(1.Sichuan Datang International Ganzi Hydroelectric Co., Ltd., Kangding 626001, China;2.Datang Hydropower Science & Technology Research Institute Co., Ltd., Nanning 530007, China;3.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China)

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TV223.4

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    Abstract:

    To efficiently invert seepage parameters, a multi-factor sensitivity analysis was used to study the sensitivity rank of the materials in the anti-seepage system and surface bedrock based on the seepage control characteristics based on a finite element seepage analysis model of the extra-high core rockfill dam at Changheba Hydropower Station. The results show that the surface bedrock and main anti-seepage curtain have a large impact on the reduced head ratios of the double cut-off walls, with a range of 0.174 and 0.125, respectively. The sensitivity of other anti-seepage structures is weak and the sensitivity ranging from strong to weak is the secondary anti-seepage curtain, the secondary cut-off wall, the main cut-off wall, and the core wall. The error between the inversion and measured values is less than 5%, which meets the engineering application requirements.

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王相烜,刘得潭,何传凯,等.长河坝水电站特高心墙堆石坝双防渗墙渗流控制特性反演分析[J].水利水电科技进展,2023,43(5):88-93, 99.(WANG Xiangxuan, LIU Detan, HE Chuankai, et al. Inversion analysis on seepage control characteristics of double cut-off walls for the extra-high core rockfill dam at Changheba Hydropower Station[J]. Advances in Science and Technology of Water Resources,2023,43(5):88-93, 99.(in Chinese))

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History
  • Received:September 16,2022
  • Revised:
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  • Online: September 18,2023
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