摘要
通过对观音岩水电站进水口流道内部检查,查清了渗水部位,针对不同的渗漏点,实施了专门的防渗灌浆处理措施,经过近1 a的运行,原渗水部位干燥,未出现渗水,防渗处理效果明显,对同类工程具有参考借鉴作用。
Through the inner inspection of the inlet channel of Guanyinyan hydropower station,the seepage site was identified,and special anti-seepage grouting treatment measures were implemented for different seepage spots. After nearly a year of operation,the original seepage site was dry and no seepage occurred,and the seepage treatment effect was obvious,it can be used as reference for similar projects.
引文
[1]陈文辉.锦屏水库大坝裂缝成因分析及出现加固处理[J].广东水利水电,2017(9):20-25.
[2]杨文滨,李德吉,王瑞兰,等.大坝水库坝体渗漏原因探查与治理对策探讨[J].广东水利水电,2017(3):55-59,67.
[3]吴建廉.文子水库大坝渗漏原因分析及处理[J].广东水利水电,2011(10):48-50,67.
[4]李同安.水库大坝渗漏原因及防治措施[J].中国水能及电气化,2015(12):33-36.
[5]王旺盛,罗飞,王晓欣,等.某大坝渗漏勘察分析与防渗处理措施[J].人民长江,2015(4):45-50.