首页|基于探地雷达技术的堆石坝组合防渗体检测方法

基于探地雷达技术的堆石坝组合防渗体检测方法

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当前针对堆石坝组合防渗体检测,主要依托于弹性波CT技术,但该方法存在缺陷响应能量值计算不准确的问题,导致检测准确度较低.为此,提出基于探地雷达技术的堆石坝组合防渗体检测方法.根据工程地质条件与防渗体施工方案,采用探地雷达技术,通过分析与预处理接收到的高频电磁波信号,完成对防渗体基本参数的采集,结合有限元分析软件,以堆石坝典型断面为研究对象,建立防渗体数值计算模型,基于此,采用波形振幅与波形峰度相结合的方法计算缺陷处的缺陷响应能量值,并利用拖曳式检波器实现防渗体缺陷检测.结果表明:将所提方法应用于堆石坝组合防渗体检测中,能够得到更为准确的检测结果.
Detection method for composite anti-seepage body of rockfill dam based on ground penetrating radar technology
Currently,the detection of composite anti-seepage bodies for rockfill dams mainly relies on elastic wave CT technology,but this method has the problem of inaccurate calculation of response energy values,resulting in low detection accuracy.Therefore,a detection method for composite anti-seepage body of rockfill dams based on ground penetrating radar technology is proposed.Based on the engineering geological conditions and the construction plan of the anti-seepage body,ground penetrating radar technology is used to collect the basic parameters of the anti-seepage body by analyzing and preprocessing the high-frequency electromagnetic wave signals received.Combined with finite element analysis software,a numerical calculation model of the anti-seepage body is established with a typical section of the rockfill dam as the research object.Based on this,a method combining waveform amplitude and waveform kurtosis is used to calculate the defect response energy value at the defect location,And use a drag type detector to detect defects in the anti-seepage body.The comparative experimental results indicate that applying the proposed method to the detection of composite anti-seepage bodies in rockfill dams can obtain more accurate detection results.

ground penetrating radar technologyrockfill damscomposite anti-seepage bodydetection

邓忠启

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广东省水利水电科学研究院,广州 510635

探地雷达技术 堆石坝 组合防渗体 检测

2024

水科学与工程技术
河北省水利学会 水利部河北水利水电勘测设计研究院

水科学与工程技术

影响因子:0.334
ISSN:1672-9900
年,卷(期):2024.(1)
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