刘海宁, 刘汉东. 2007: 南湾水库坝基渗透监测分析与稳定性研究. 工程地质学报, 15(S1): 34-37.
    引用本文: 刘海宁, 刘汉东. 2007: 南湾水库坝基渗透监测分析与稳定性研究. 工程地质学报, 15(S1): 34-37.
    LIU Haining, LIU Handong. 2007: THE ANALYSIS OF ENGINEERING GEOLOGICAL CONDITIONS ABOUT THE FOUNDATION OF NANWAN RESERVOIR AND THE EVALUATION OF SEEPAGE. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 34-37.
    Citation: LIU Haining, LIU Handong. 2007: THE ANALYSIS OF ENGINEERING GEOLOGICAL CONDITIONS ABOUT THE FOUNDATION OF NANWAN RESERVOIR AND THE EVALUATION OF SEEPAGE. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 34-37.

    南湾水库坝基渗透监测分析与稳定性研究

    THE ANALYSIS OF ENGINEERING GEOLOGICAL CONDITIONS ABOUT THE FOUNDATION OF NANWAN RESERVOIR AND THE EVALUATION OF SEEPAGE

    • 摘要: 南湾水库坝基存在顺河断层,查明断层的结构、颗粒组成、透水性及允许渗透比降,判断其可能发生的渗流破坏形式是南湾水库除险加固工程的一个重点和难点。由于现场钻孔管涌试验所得的坝基岩体试验破坏坡降较大,不足以反映断层破碎带最差部位的岩体破坏坡降。在详细分析了南湾水库坝基顺河断层的工程地质条件和水文地质条件后,对坝体和坝基的长期渗透观测资料进行分析,并对坝址区顺河断层带进行渗透稳定性研究,结果表明坝体和坝基的渗透稳定,发生渗透破坏可能性较小。

       

      Abstract: Structures, organization of particles, permeability and the hydraulic gradient of the faults in the foundation of nanwan reservoir is important to the safety of nanwan dam. The hydraulic gradient gained from the permeability testing in the site is higher and can not reflect the real hydraulic gradient of the heavily fractured rock. The analysis of engineering geological and hydrological conditions about the foundation of nanwan reservoir is carried out and the computation of the seepage is put forward. The seepage field of the dam is gained from the computation and the datum of long-term observation.The result indicates that the dam is safety.

       

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