基于流场拟合方法的大黑洞水库大坝渗漏检测(中国

GEOPHYSICS Pub Date : 2024-04-13 DOI:10.1190/geo2023-0288.1
Xiang Zhao, Hongbing Zhang, A. Revil, Yandong Liu, Fanxin Zeng, Ping Wang, Q. Ren
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摘要

混凝土重力坝的渗漏检测是一项艰巨的挑战。流场拟合(FFF)方法用于识别中国大河东水库大坝的渗漏。我们提出了基于传输信号电场的垂直和水平梯度方法。我们开发了一种塑料框架,使探头能够测量水平梯度。我们分别确定了水库底部和上游面泄漏的确切位置,并假设当前泄漏位于水力泄漏区。数值实验和水压测试表明,水库下方的导电淤泥层会降低泄漏入口处的电位值响应,因此在解释测量数据时应考虑而不是忽略淤泥层的影响。此外,根据叠加原理,从原始电位场数据中减去与坝体金属管道相关的贡献值,可以大致确定金属管道周围的泄漏位置。此外,水库底部的傅里叶变换测量结果也证实了水库所在地底层现有断层的位置。最后,FFF 方法的结果还与地面穿透雷达和水压试验等辅助证据进行了比对。总之,这些独立数据证实了 FFF 方法在混凝土重力坝渗漏定位方面的有效性。
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Leakage detection applied to the Da-Hedong Reservoir dam (China) based on the flow-field fitting method
Detecting leakage in concrete gravity dams presents a formidable challenge. The Flow-Field Fitting (FFF) method is used to identify leaks in China’s Da-Hedong reservoir dam. We propose vertical- and horizontal-gradient approaches based on the transmitted signal electrical field. A plastic frame is developed to allow the probe to measure horizontal gradients. We determine the exact location of leaks at the reservoir’s bottom and upstream face, respectively, assuming that current leakages are located in hydraulic leakage zones. Numerical experiments and water pressure tests reveal that the conductive silt layer beneath the reservoir can lower the response of the potential values at the leakage inlet, and the effect of the silt layer should be considered and not ignored when interpreting measured data. In addition, with regards to the principle of superposition, the contribution associated with metal pipes in the dam body can be roughly determined by subtracting it from the original potential field data, thereby aiding in locating leaks around the metal pipes. Additionally, the FFF measurements from the reservoir’s bottom also confirm the position of existing faults in the substratum at the reservoir site. Lastly, the results of the FFF method are tested against supporting evidence including ground penetrating radar and water pressure tests. In conclusion, these independent data confirm the effectiveness of the FFF method for leakage localization in the concrete gravity dam.
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