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基于断面数据生成虚拟水尺的河道水位视觉测量方法OA

Visual measurement method of water level in rivers based on virtual water gauge generated by cross-section data

中文摘要英文摘要

为解决岸基摄像机在高洪期因水尺易被漂浮物缠绕、损坏而导致水位监测精度低、可靠性差的问题,基于单目视觉摄影测量原理,建立了图像水位线像素纵坐标与实际水位的映射关系,采用金字塔场景解析网络对水体与河岸进行语义分割,同时结合断面地形数据构建虚拟水尺,将水位线像素纵坐标转换为实际水位.实例验证结果表明:水位线检测的均方根误差小于2 像素,通过合理的摄像机选型控制成像的高程空间分辨率,可使水位测量精度优于 2 cm;本文方法采用岸基倾斜布设,无需实体水尺与地面控制点,实现了完全非接触式水位在线监测,具有运维成本低、鲁棒性强、结果直观等优点,适用于天然河道、人工明渠等不规则断面场景.

To address the problem of low accuracy and poor reliability of water level monitoring caused by water gauges being easily entangled by floating debris and damaged during flood periods under shore-based camera deployment,a mapping relationship between the pixel's vertical coordinate of the waterline in an image and the actual water level was established based on monocular photogrammetry.The pyramid scene parsing network was employed to perform semantic segmentation of water and riverbank regions.Meanwhile,cross-sectional terrain data were combined to construct a virtual water gauge,through which the pixel's vertical coordinate of the waterline was converted into the actual water level.Experimental results show that the root mean square error of waterline detection is less than 2 pixels.By properly selecting cameras to control the spatial resolution of imaging elevation,the accuracy of water level measurement can be better than 2 cm.With inclined shore-based camera deployment,the proposed method achieves fully non-contact online water level monitoring without requiring a physical water gauge or ground control points.It has the advantages of low operation and maintenance cost,strong robustness,and intuitive results and is applicable to irregular cross-sectional scenarios such as natural rivers and artificial open channels.

汪崎宇;张振;张田雨;王嘉诚

河海大学信息科学与工程学院河海大学信息科学与工程学院||水利部水循环与水动力系统重点实验室河海大学信息科学与工程学院河海大学信息科学与工程学院

水位测量虚拟水尺图像语义分割水位线检测深度学习

water level measurementvirtual water gaugesemantic segmentation of imagewaterline detectiondeep learning

《河海大学学报(自然科学版)》 2026 (3)

18-27,10

江苏省水利科技项目(2021070)

10.3876/j.issn.1000-1980.2026.03.003

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