PDF(1610 KB)
PDF(1610 KB)
基于多尺度聚合与注意力机制的输水隧洞渗漏水轻量化语义分割方法
A Lightweight Semantic Segmentation Method for Water Leakage in Water Conveyance Tunnels Based on Multi-Scale Feature Aggregation and Attention Mechanisms
渗漏水是输水隧洞的典型病害,其长期发展易导致衬砌结构劣化,严重威胁工程安全。依托停水检修阶段采集的高清影像开展病害精准识别与针对性修复,已成为保障输水系统长效运行的关键手段。然而,受渗漏影像形态不规则、尺度多变、边界模糊及洞内光照不均等因素制约,现有分割算法的精度与鲁棒性往往难以满足实际需求。针对上述挑战,本文提出一种改进型DeepLabV3+的轻量化语义分割方法。该模型以MobileNetV3为轻量级主干网络,显著压缩参数量与计算开销;在编码器中嵌入级联式多尺度上下文聚合模块,依托多级空洞卷积的级联结构,强化对多尺度及细长渗漏水特征的表征能力;在解码阶段融合scSE注意力机制,通过对通道和空间维度的并行重标定,实现渗漏区域的自适应特征增强。在自建数据集上的验证结果表明,模型平均交并比(MIoU)、渗漏水交并比(Leak-IoU)与平均精确率(mPrecision)分别达到91.98%、86.48%和96.41%,参数量降至5.68 M,边缘设备实测FPS为12.20 f∙s-1。与原始DeepLabV3+及多种主流分割模型相比,所提方法在大幅降低模型复杂度的同时保持了优异的分割性能。该模型轻量化架构高度契合现场边缘设备的部署需求,可为输水隧洞渗漏水的智能识别与工程运维提供可靠的技术支撑。
[Objectives] Water leakage is one of the most prevalent and critical pathological defects in water conveyance tunnels. Its long-term evolution inevitably leads to the deterioration of lining structures, fundamentally threatening the overall engineering safety and operational longevity of hydraulic systems. Consequently, leveraging high-definition inspection imagery captured during maintenance periods to achieve precise defect identification and facilitate targeted, specialized repair efforts has emerged as a crucial strategy for ensuring the safe operation of water conveyance networks. However, current automated method development faces significant hurdles because leakage images in tunnel environments are characterized by highly irregular morphology, multi-scale variations, and inherently blurred boundaries between water and concrete. Furthermore, uneven and insufficient illumination inside the tunnels drastically limits the segmentation accuracy of conventional models. To address these challenging imaging conditions, this study proposes a lightweight semantic segmentation method specifically optimized for water conveyance tunnel leakage, based on an improved DeepLabV3+ architecture. [Methods] The proposed model architecture incorporates three specific modifications to achieve a balance between accuracy and computational efficiency. First, to mitigate high computational costs, the model adopts MobileNetV3 as its lightweight backbone network. This choice replaces traditional, parameter-heavy large-scale feature extraction networks, thereby effectively compressing the number of model parameters and reducing computational overhead to facilitate future deployment on resource-constrained devices. Second, to tackle the issues of varying scales and boundaries, a novel cascaded multi-scale context aggregation module is embedded directly into the encoder stage. By utilizing a specific cascaded structure of multi-level atrous convolutions, this module significantly enhances the network’s multi-scale contextual representation capabilities, specifically improving the extraction and description of features pertaining to multi-scale and slender leakage regions. Third, during the decoding phase, the model integrates the Concurrent Spatial and Channel Squeeze & Excitation (scSE) attention mechanism. The scSE module performs parallel recalibration on the fused features along both the channel and spatial dimensions. This dual-axis recalibration achieves adaptive feature enhancement for target leakage regions by strengthening relevant foreground responses while simultaneously suppressing non-relevant background noise and interference caused by uneven lighting. [Results] The performance of the proposed improved DeepLabV3+ model was rigorously validated on a comprehensive self-built dataset consisting of water conveyance tunnel leakage images. Validation results demonstrate that the model achieves highly satisfactory performance across key evaluation metrics. Specifically, the model obtained a Mean Intersection over Union (MIoU) of 91.98%, a specific Leakage Intersection over Union (Leak-IoU) of 86.48%, and a mean Precision (mPrecision) of 96.41%. Crucially, despite maintaining high segmentation accuracy, the model parameters are reduced to only 5.68 M,The actual FPS measured for the edge device is 12.20 f∙s-1. In comparative analysis with the original DeepLabV3+ base model and several other mainstream semantic segmentation models, the quantitative data indicates that the proposed method significantly lowers model complexity (in terms of parameters and floating-point operations) while simultaneously achieving or exceeding the high-precision segmentation performance of much larger networks.[Conclusions] In conclusion, the experimental results demonstrate that the improved lightweight DeepLabV3+ semantic segmentation model striking an optimal balance between accuracy and efficiency. By integrating MobileNetV3, the cascaded context aggregation module, and the scSE attention mechanism, the model overcomes common environmental challenges in tunnels to provide robust segmentation of irregular and blurred leakage areas. The specific lightweight design of this model aligns directly with the practical requirements for field-based edge computing deployment during tunnel inspection routines. Therefore, this research offers a reliable, advanced, and practical technical support system for the intelligent identification of water leakage and the digitized engineering operation and maintenance (O&M) of water conveyance tunnels.
输水隧洞 / 渗漏水检测 / 语义分割 / MobileNetV3 / 注意力机制
Water Conveyance Tunnels / Leakage Detection / Semantic Segmentation / MobileNetV3 / Attention Mechanism"
| [1] |
李凌志. 引汉济渭秦岭特长输水隧洞[J]. 隧道建设(中英文), 2018, 38(1):148-151.
(
|
| [2] |
刘学增, 房茂柳, 吴德兴, 等. 隧道结构病害快速检测技术的现状与发展[J]. 隧道建设(中英文), 2025, 45(4):657-676.
(
|
| [3] |
王旺盛, 陈长生, 王家祥, 等. 滇中引水工程香炉山深埋长隧洞主要工程地质问题[J]. 长江科学院院报, 2020, 37(9):154-159.
(
|
| [4] |
刘德军, 仲飞, 黄宏伟, 等. 运营隧道衬砌病害诊治的现状与发展[J]. 中国公路学报, 2021, 34(11):178-199.
(
|
| [5] |
叶耀东, 朱合华, 王如路. 软土地铁运营隧道病害现状及成因分析[J]. 地下空间与工程学报, 2007(1):157-160, 166.
(
|
| [6] |
刘昊, 李海峰, 王勇, 等. 水下结构缺陷无损检测技术与应用研究进展[J]. 长江科学院院报, 2025, 42(11):149-156, 192.
(
|
| [7] |
|
| [8] |
|
| [9] |
石建勋, 张正, 张兴凯, 等. 隧道渗漏水病害的影响因素研究[J]. 地下空间与工程学报, 2021, 17(4):1291-1297, 1321.
(
|
| [10] |
|
| [11] |
|
| [12] |
王秋生, 李佳豪, 贺鹏, 等. 基于LiDAR技术的地铁隧道渗漏水识别方法及应用[J]. 应用基础与工程科学学报, 2025, 33(3):792-802.
(
|
| [13] |
|
| [14] |
|
| [15] |
王健, 郑理科, 吴斌杰, 等. 改进Mask RCNN的盾构隧道渗漏水检测方法[J]. 测绘通报, 2024(2):170-177.
(
|
| [16] |
陈灿森, 刘巍. Leakage-YOLO:隧道场景下裂缝漏水的实时目标检测算法[J]. 计算机工程与应用, 2025, 61(6):118-127.
(
|
| [17] |
周中, 张俊杰, 龚琛杰, 等. 基于深度语义分割的隧道渗漏水智能识别[J]. 岩石力学与工程学报, 2022, 41(10):2082-2093.
(
|
| [18] |
王丹丹, 侯公羽, 张欣怡, 等. 基于语义分割的隧道渗漏水轻量化检测模型研究[J]. 铁道科学与工程学报, 2024, 21(12):5264-5275.
(
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
宋战平, 杨子凡, 张玉伟, 等. 深度学习在隧道与地下工程中的应用现状及展望[J]. 隧道建设(中英文), 2025, 45(2):221-255.
(
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
/
| 〈 |
|
〉 |