基于逆时偏移成像的探地雷达供水管线渗漏识别方法

    Leakage Identification Method for Water Supply Pipelines Using Ground-Penetrating Radar (GPR) Based on Reverse Time Migration Imaging

    • 摘要: 探地雷达(GPR)作为一高频电磁探测技术,应用于供水管线渗漏探测时,大多通过分析渗漏区域GPR信号的振幅、速度、频率等特征来识别渗漏与否,难以直接判别管线渗漏方向和渗漏区域。为此,本文提出了一种基于逆时偏移成像的GPR地下供水管线渗漏识别方法。该方法首先利用基于共偏移距信号包络的三维速度谱方法提取渗漏管线附近的电磁波速度,以获得较为精确的偏移速度。在此基础上,利用该偏移速度对供水管线渗漏GPR数据进行逆时偏移成像,使管线产生的绕射波收敛完全;而渗漏区域的电磁波速度要低于未渗漏区域介质的电磁波速度,渗漏与未渗漏边界产生的绕射波收敛不完全,从而识别渗漏区域和渗漏方向。数值试验结果表明:上侧渗漏时由于管线被淹没,管道双曲线绕射波向下移动,渗漏区双曲线绕射波基本不收敛。左右渗漏情况时,管线双曲线绕射波收敛好而渗漏区双曲线绕射波收敛较差;下侧渗漏时,两个双曲线绕射波均收敛很好,这些特征可以作为区分渗漏方向和渗漏区域的依据。

       

      Abstract: Ground Penetrating Radar (GPR) represents a widely employed nondestructive testing technique in the realm of water supply pipeline leakage detection. However, currently, when GPR is utilized for water - supply pipeline leakage detection, it primarily relies on analyzing characteristics such as the energy, velocity, and frequency of GPR signals to identify the presence of leakage, making it challenging to directly determine the pipeline’s leakage direction and area. To address this, this paper puts forward a GPR - based underground water - supply pipeline leakage identification method grounded in reverse - time migration imaging. This method employs threshold segmentation to extract the slope of the hyperbolic diffraction - wave tail in GPR data related to water - supply pipeline leakage and integrates this slope with the conversion formula for the electromagnetic wave velocity of the subsurface medium to deduce the electromagnetic - wave velocity of the subsurface medium, thereby obtaining a more precise migration velocity. Given that the calculated migration velocity corresponds to the electromagnetic - wave velocity of the medium in the non - leakage region, and the electromagnetic - wave velocity in the leakage region is lower than that in the non - leakage region, performing reverse - time migration imaging on GPR data of water - supply pipeline leakage with this migration velocity can better converge the hyperbolic diffraction generated by the pipeline. Meanwhile, the diffraction waves from the leakage region are not fully converged, enabling high - accuracy identification of the leakage region and leakage direction. The numerical test results demonstrate that in the case of upper - side leakage, the pipeline echo shifts downward more significantly or even vanishes due to pipeline submersion, and the echo hyperbola in the leakage area basically does not converge. For left - and right - side leakage, the pipeline echo hyperbola converges well whereas the leakage - area echo hyperbola converges poorly. In the case of lower - side leakage, both echo hyperbolas converge well. These characteristics can serve as a basis for distinguishing between leakage directions and leakage areas.

       

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