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为了解莲花水电站面板堆石坝的施工质量和运行状况 ,对其进行了监测 ,从观测资料可知 ,莲花混凝土面板堆石坝最大沉降量 17 0cm ,面板最大挠度值 13 2cm ,渗流量 11 0L/s。各种数据均表明该坝的施工质量是优良的 ,运行状况是好的。通过监测总结出的莲花混凝土面板堆石坝的位移、变形和渗流等变化规律 ,为该坝的安全运行提供了有力保障 ,同时也为我国混凝土面板堆石坝的设计、施工提供了科学依据
In order to understand the construction quality and operation status of the face rockfill dam of Lianhua Hydropower Station, it was monitored. According to observation data, the maximum settlement of lotus concrete faced rockfill dam is 17 0cm, the maximum deflection of the face plate is 132cm, the seepage flow is 110L / s. Various data indicate that the construction quality of the dam is excellent and the operating conditions are good. By monitoring and summarizing the displacement, deformation and seepage of lotus concrete faced rockfill dam, it provides a powerful guarantee for the safe operation of the dam, and also provides a scientific basis for the design and construction of concrete faced rockfill dam in China.