五强溪船闸一闸室性态分析  

Analysis on State of Chamber 1 of WuQiangxi Ship Lock

作　　者：张玉平 

机构地区：[1]湖南五凌电力有限公司大坝监测中心,湖南长沙410004

出　　处：《水利信息化》2013年第4期22-25,33,共5页Water Resources Informatization

摘　　要：五强溪水电站已运行15a,船闸一闸室里的水位均处于96～108m高程间。通过对近10a来的水平位移监测成果分析,阐述五强溪船闸一闸室水平位移的变形规律。监测成果表明:一闸室岸坡侧,5个闸墙墙顶的工作状态处于弹性状态,一闸室河床侧,5个闸墙墙顶处于不可恢复的残余变形状态。For 15 years running of the WuQiangxi hydroelectric power station, the water level of chamber 1 is from 96 to 108 m elevation. The analysis of the horizontal displacement results of the chamber 1 body cracks in recent ten years proves that the working status of wall top of five chamber wall on the bank side is in elastic situation and the other five top of the walls on the side of the river bed is in unrecoverable retained deformation state.

关 键 词：五强溪水电站 引张线 性态分析 弹性形变 残余变形 

分 类 号：U64[交通运输工程—船舶及航道工程]