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
作者:
作者单位:

(1.四川大唐国际甘孜水电开发有限公司,四川 康定626001;2.大唐水电科学技术研究院有限公司,广西 南宁530007;3.河海大学水利水电学院,江苏 南京210098 )

作者简介:

王相烜(1974—),男,高级工程师,主要从事水利水电建筑工程施工与运行管理研究。E-mail:931452334@qq.com

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中图分类号:

TV223.4

基金项目:

大唐集团公司科研项目(CHB-FW170-2021);国家自然科学基金项目(52179130)


Inversion analysis on seepage control characteristics of double cut-off walls for the extra-high core rockfill dam at Changheba Hydropower Station
Author:
Affiliation:

(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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    摘要:

    为高效反演模型渗流参数,建立有限元模型,采用多因素敏感性分析法研究了长河坝水电站特高心墙堆石坝坝基渗流控制特性对防渗系统各材料以及表层基岩的渗透系数的敏感性。结果表明:表层基岩和主防渗帷幕的渗透系数对双防渗墙各自阻挡水头比例影响较大,极差分别为0.174和0.125;其余材料渗透系数影响较小,敏感性由强到弱排序为副防渗帷幕、副防渗墙、主防渗墙、砾石土心墙;基于此结果的反演计算值与实测值之间误差不超过5%,满足工程应用要求。

    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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  • 收稿日期:2022-09-16
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  • 在线发布日期: 2023-09-18
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