摘要
2003年花凉亭水库坝基测压管W31和W61最高管水位比邻近的W121和W71分别高出8.90m和5.34m。文中通过图表法、极值和特征值统计、相关分析以及三维有限元等手段,分析了该水库坝基测压管W31和W61水位升高的原因。
The highest piezometric level of piezometer tubes W31 and W61 at the base of Hualiangting Reservoir exceeded that of tubes W121 and W71 by 8.90 m and 5.34 m, respectively, in 2003. By means of diagrams, statistics of extrema and characteristic values, correlation analysis and three-dimensional finite element method, the causes of the rising water level of piezometer tubes W31 and W61 are analyzed.
出处
《水电自动化与大坝监测》
2005年第5期45-48,共4页
HYDROPOWER AUTOMATION AND DAM MONITORING
关键词
测压管
水库
坝基
相关分析
地下水
piezometer tube
reservoir
dam base
correlation analysis
ground water
