LiDAR与Canny结合的水电站导流洞来水量建模研究

    Modeling of water inflow from diversion tunnel of hydropower stations based on LiDAR and Canny algorithm

    • 摘要: 部分水电站投运后其导流洞起着引流积水的作用,有必要对其积水变化趋势进行动态检测。在充分研究导流洞来水检测关键点和难点的基础上,结合已有研究成果和技术的优劣点,提出了基于LiDAR技术并结合Canny水位检测的导流洞积水容积实时计算方法。首先,采用LiDAR扫描获取导流洞三维空间点云数据;然后,通过Global Mapper 17软件计算不同高程的可积水容积,得到水位与可积水容积的数学关系;最后,通过Canny算法识别导流洞监控画面中的水位边缘,将像素距离换算成实际高度,代入水位-可积水容积关系中,得到当前水位的积水量。经实践应用表明:该方法克服了导流洞空间结构不规则问题,能精准建立导流洞水位-可积水容积关系;同时,利用Canny识别的水位与实际结果间误差控制在1%以内,具有一定的应用价值。

       

      Abstract: For many hydropower stations in running, diversion tunnels play a role of draining accumulated water in underground space, so it is necessary to dynamically monitor the variation trend of the accumulated water. Through fully studying the key points and difficulties of monitoring the water inflow from diversion tunnels, and combining with the advantages and disadvantages of existing research results and technologies, a real time computing method based on LiDAR technology and Canny water level monitoring was proposed to calculate the accumulated water volume in diversion tunnels. Firstly, the three-dimensional spatial point cloud data of the diversion tunnel was obtained by LiDAR scanning. Then Global Mapper 17 software was used to calculate the possible water volume at different elevations, and a mathematical relationship between the water level and the water volume was obtained. Finally, the Canny algorithm was used to identify the edge of the water level in the monitoring screen of the diversion tunnel, and the pixel distance was converted into the actual height which was substituted into the water level-available water volume relationship to obtain the current water volume. Through practical application, the presented method overcomes the problem of irregular spatial structure of diversion tunnels, and can accurately establish the relationship between the water level of the diversion tunnel and the volume of available water. At the same time, the error between Canny water level monitoring and the actual result was controlled within 1%. The results have clear application values and practical guiding significance.

       

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