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水力发电学报

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深水大坝混凝土裂缝实时像素级分割与量化方法

  

  • 发布日期:2026-06-09

A Method for Real-Time Pixel-Level Segmentation and Quantification of Cracks in Underwater Dam Concrete

  • Published:2026-06-09

摘要: 为解决深水大坝混凝土裂缝检测困难的问题,提出一种深水大坝混凝土裂缝实时像素级分割与量化方法。模型采用对称型结构,各层特征采用跳跃连接传递,通过ViT+ CBAM组合策略实现了对水下复杂裂缝特征的充分提取,采用深度可分离卷积对网络实现轻量化,选取Focal Tversky Loss对损失函数进行优化,解决了水下裂缝前后背景不平衡问题,实现了对水下裂缝区域的准确识别。依托某重力坝工程,进行了水下裂缝分割实验,本文方法相比U-Net、U-Net++、FCN和DeepLabv3+等模型取得最佳的分割性能,mIoU、Recall、Precision和F1_score值分别为0.913、0.949、0.957和0.953。同时将区域像素提取与红外激光测距技术相结合,对裂缝的几何尺寸进行了量化,得到的量化结果与基于标注掩膜的结果拟合较好。

Abstract: To address the challenge of detecting cracks in concrete on underwater dams, this study proposes a method for real-time, pixel-level segmentation and quantification of concrete cracks on underwater dams. The model employs a symmetric architecture with skip connections for feature propagation across layers. By combining ViT and CBAM, it effectively extracts complex underwater crack features. Deep separable convolutions are used to streamline the network, and the Focal Tversky Loss is selected to optimize the loss function, addressing the issue of background imbalance around underwater cracks and enabling accurate identification of crack regions. Underwater crack segmentation experiments were conducted on a gravity dam project. Compared to models such as U-Net, U-Net++, FCN, and DeepLabv3+, the proposed method achieved the best segmentation performance, with mIoU, Recall, Precision, and F1_score values of 0.913, 0.949, 0.957, and 0.953, respectively. Additionally, by combining regional pixel extraction with infrared laser ranging technology, the geometric dimensions of the cracks were quantified, and the resulting quantitative results showed good agreement with those obtained using annotated masks.

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