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淤积作用下小浪底坝基F1断层带渗流演变规律与预测研究OA

Study on the seepage evolution and prediction of the F1 fault zone in the Xiaolangdi dam foundation under sedimentation

中文摘要英文摘要

小浪底水库坝基 F1断层为主要导水构造,其渗流场特征直接影响小浪底水利枢纽长期安全.水库长期运行形成的淤积抬升和压密,显著改变了坝基渗流条件.结合工程勘察设计资料、水库淤积实测数据、坝基 F1断层渗压及渗流量监测成果,系统评估断层带渗流状态与安全风险;建立包含断层、心墙、坝基岩体及库底淤积体的三维精细化渗流数值模型,分析 F1断层带渗流场时空演变规律,揭示淤积对断层渗流特性的影响机制.结果表明:目前 F1断层带渗流整体稳定可控,库底淤积增厚可有效延长渗径、降低断层带渗压,淤积对断层带渗漏具有明显抑制作用.未来,随着淤积进一步发展,断层渗压仍将呈小幅降低趋势.

The F1 fault zone of the Xiaolangdi Reservoir serves as the main water-conducting structure,and its seepage field characteristics directly affect the long-term safety of the project.The sediment deposition and compaction caused by long-term reservoir operation have signif-icantly altered the seepage conditions of the dam foundation.Based on engineering investigation and design data,measured reservoir sedimen-tation data,and monitoring results from piezometers and seepage flow meters in the F1 fault zone,this study systematically evaluated the seepage state and safety risk of the fault zone.A three-dimensional refined seepage numerical model incorporating the fault,clay core,dam foundation rock mass,and reservoir bottom sediments was established to analyze the spatiotemporal evolution of the seepage field in the F1 fault zone and reveal the influence mechanism of sedimentation on the seepage characteristics of the fault.The results indicate that:The cur-rent seepage condition of the F1 fault zone is generally stable and controllable.The thickening of reservoir bottom sediments effectively extends the seepage path and reduces the seepage pressure in the fault zone,demonstrating a significant inhibiting effect of sedimentation on fault leakage.In the future,with further development of sedimentation,the seepage pressure in the fault is expected to continue showing a slight decreasing trend.

万伟锋;曹干;李清波;李亚哲;王俊智;曾峰;杜亚军;王汉勋

黄河勘测规划设计研究院有限公司,河南 郑州 450003黄河水利水电开发集团有限公司,河南 济源 459017黄河勘测规划设计研究院有限公司,河南 郑州 450003黄河勘测规划设计研究院有限公司,河南 郑州 450003黄河勘测规划设计研究院有限公司,河南 郑州 450003黄河勘测规划设计研究院有限公司,河南 郑州 450003黄河勘测规划设计研究院有限公司,河南 郑州 450003中国地质大学(北京),北京 100083

建筑与水利

小浪底坝基F1断层带淤积作用三维渗流模拟渗透稳定

Xiaolangdi dam foundationF1 fault zonesedimentation effectthree-dimensional seepage simulationseepage stability

《人民黄河》 2026 (10)

18-23,6

国家重点研发计划项目(2024YFC3212100)国家自然科学基金资助项目(41902245)河南省水利科技攻关项目(GG202136)

10.3969/j.issn.1000-1379.2026.10.003

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