摘要
本文对丰满大坝重建工程泄洪兼导流洞监测项目进行了介绍;为了判断泄洪兼导流洞的变形量的变化情况,首先对监测数据进行可靠性检查,然后绘制时空分布曲线和建立统计模型,对变形物理量进行定性和定量分析,得出泄洪兼导流洞变形基本稳定的结论.
This paper introduces the flood discharge and diversion hole monitoring project of Fengman dam reconstruction project.In order to determine the variation of the deformation of the flood discharge and diversion hole,the reliability of the monitoring data is first checked,then the space-time distribution curve is drawn and a statistical model is established,and the physical amount of deformation is qualitatively and quantitatively analyzed.The conclusion that the deformation of flood discharge and diversion hole is basically stable is obtained.
作者
李作光
LI Zuoguang(Fengman Hydropower Plant,Jilin 132108,China)
出处
《水电与抽水蓄能》
2020年第1期99-105,共7页
Hydropower and Pumped Storage
关键词
丰满大坝重建工程
泄洪兼导流洞
变形
监测资料分析
Fengman Dam Reconstruction Project
Flood discharge and diversion holes
Deformation
Analysis of monitoring information