摘要
本文以观音阁水库大坝安全监测监控系统改造为背景,以多年静力水准监测数据为依托,以自然年监测资料为分析基础,采用数据过程线对比法,对监测资料进行横向比较、分析,确定测区内各测点位移的方向和变幅的大小,得出测区整体位移规律,从而对水库的日常安全运行提供有力的技术支持。
In the paper, dam safe monitoring and supervision system reform in Guanyinge Reservoir is adopted as background. Static water level monitoring data for many years is adopted as support. Monitoring data in natural years is adopted as analysis basis. Data process line comparison method is adopted for horizontal comparison and analysis on monitoring data. Displacement direction and size of displacement of all monitoring points in the measurement area are determined. Overall displacement rules in the measurement area are obtained, thereby providing powerful technical support for daily safe operation of the reservoir.
出处
《中国水能及电气化》
2015年第9期44-50,共7页
China Water Power & Electrification
关键词
观音阁水库
静力水准监测系统
坝体位移
分析
Guanyinge Reservoir
static water level monitoring system
dam displacement
analysis
