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基于机器视觉的输电杆塔倾斜非接触式在线监测方法

A Non-contact Online Monitoring Method for Transmission Tower Inclination Based on Machine Vision

  • 摘要: 由于输电杆塔长期承受强风振动、地基不均匀沉降及材料蠕变等多重耦合作用,使得结构倾斜呈现缓变累积与突变扰动交织的非线性演化特征,加之监测现场强电磁干扰与复杂地形遮挡导致图像信噪比低、特征提取困难,导致倾斜角测量误差较大,对此,提出基于机器视觉的输电杆塔倾斜非接触式在线监测方法。采用改进YOLOv8算法对监控图像进行塔体目标识别与背景干扰剔除,抑制非塔体像素能量,提升图像信噪比;利用Canny边缘检测算子提取塔体骨架轮廓,结合霍夫线性变换与标准化互相关模板匹配,定位绝缘子下端挂点为基准特征点,精准量化塔体倾角及偏移向量模长;构建透视投影映射模型补偿相机安装俯仰角与偏航角误差,建立图像特征与塔体实际姿态的映射关系,实现基于映射模型的输电杆塔倾斜非接触式高精度监测。对比实验结果表明,该方法在各测点处的倾斜角测量误差稳定控制在±0.05°以内,最大绝对误差约0.04°,有效解决了倾斜角测量误差较大的问题。

     

    Abstract: Due to the long-term exposure of transmission towers to strong wind vibrations, uneven ground settlement, and material creep, the structural inclination presents a nonlinear evolution characteristic of gradual accumulation and sudden disturbance. Moreover, the monitoring site is subject to strong electromagnetic interference and complex terrain obstructions, resulting in low image signal-to-noise ratio and difficulty in feature extraction. This leads to large measurement errors of the inclination angle. Therefore, a non-contact online monitoring method for transmission tower inclination based on machine vision is proposed. The improved YOLOv8 algorithm is used to identify tower targets and eliminate background interference in the monitoring images, suppressing non-tower pixel energy and improving the image signal-to-noise ratio; the Canny edge detection operator is used to extract the tower skeleton contour, combined with the Hough linear transformation and standardized cross-correlation template matching, to locate the anchor point at the lower end of the insulator as the reference feature point, accurately quantifying the tower inclination angle and the magnitude of the offset vector; a perspective projection mapping model is constructed to compensate for the pitch and yaw angle errors of the camera installation, and a mapping relationship between image features and the actual posture of the tower is established, achieving non-contact high-precision monitoring of transmission tower inclination based on the mapping model. Comparative experimental results show that the measurement error of the inclination angle at each measurement point is stably controlled within ±0.05°, with the maximum absolute error being approximately 0.04°, effectively solving the problem of large measurement errors in inclination angle.

     

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