Experimental Verification on Deep Learning based Monitoring Algorithms for Early Detection of Damage in Buried Pipelines

Sun-Ho Lee, Choon-su Park, D. Yoon
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Abstract

Recent increases in buried pipeline damage accidents due to third-party interference have significantly heightened attention towards buried pipeline monitoring. Especially, as the sudden damage can lead to large-scale leakage, there is a necessity for preemptive response and maintenance. However, the application of a structural health monitoring approach is difficult, since the extensive network of buried pipelines, stretching over thousands of kilometers, exhibits diverse noise environments and propagation characteristics. As a result, challenges within the buried pipeline system frequently lead to damages being overlooked. In this study, introduces a deep learning-based pipeline damage monitoring algorithm, specifically designed to early detection of accidents caused by third-party interference. This algorithm integrates a CNN-based anomaly detection model, advanced signal processing for data preprocessing, and TDoA-based source localization. The training and test data set are the acquisition under completely independent conditions, which has been experimentally validate for applicability across various environments for buried pipelines. Moreover, both the training and test dataset acquisition were performed using accelerometers on in-service buried pipelines, each with diameters of 1,100 mm, 1,200 mm, and 2,200 mm, extending over lengths ranging from approximately 200 to 500 meters. Despite the independent conditions of the datasets, our study yielded over 95% accuracy in early detection, with the results being in good agreement with the actual excavate locations.
基于深度学习的监测算法在早期探测埋地管道损坏方面的实验验证
最近,由于第三方干扰而造成的埋地管道损坏事故不断增加,这大大提高了人们对埋地管道监控的关注。特别是,由于突发性损坏可能导致大规模泄漏,因此有必要采取先发制人的应对和维护措施。然而,结构健康监测方法的应用非常困难,因为绵延数千公里的埋地管道网络呈现出不同的噪声环境和传播特性。因此,埋地管道系统内部的挑战经常导致损坏被忽视。本研究介绍了一种基于深度学习的管道损坏监测算法,专门用于早期检测第三方干扰导致的事故。该算法集成了基于 CNN 的异常检测模型、用于数据预处理的高级信号处理以及基于 TDoA 的源定位。训练数据集和测试数据集是在完全独立的条件下获取的,经过实验验证,可适用于埋地管道的各种环境。此外,训练和测试数据集的采集都是在使用中的埋地管道上使用加速度计进行的,每条管道的直径分别为 1,100 毫米、1,200 毫米和 2,200 毫米,延伸长度约为 200 米至 500 米。尽管数据集的条件各不相同,但我们的研究对早期检测的准确率超过 95%,结果与实际挖掘位置非常吻合。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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