三楂坞水库大坝除险加固设计及稳定性研究  

Study on Design and Stability of Reinforcement of Sanzhawu Reservoir Dam

作　　者：徐伊琳 马立 XU Yilin;MA Li(Hangzhou Design Institute of Water Conservancy and Hydropower CO.LTD.,Hangzhou 311200,China)

机构地区：[1]杭州水利水电勘测设计院有限公司,浙江杭州311200

出　　处：《河南水利与南水北调》2022年第5期57-58,共2页Henan Water Resources & South-to-North Water Diversion

摘　　要：依托三楂坞水库大坝开展系统性除险加固设计及稳定分析,首先利用地质勘察资料分析大坝现存的渗漏水、稳定性等典型问题,进而提出针对性的加固设计及处理方案,并重点对大坝渗流及结构安全进行复核计算。最终加固设计方案保证了该水库大坝的安全运行,也为类似工程提供了参考经验。Systematic risk removal and reinforcement design and stability analysis are carried out based on Sanzhawu Reservoir Dam.Firstly, the existing typical problems such as water seepage and stability of the dam are analyzed by using geological survey data, and then the targeted reinforcement design and treatment schemes are put forward, which focuses on the seepage and structural stability calculation of the dam. The final reinforcement design scheme ensures the safe operation of the dam and provides reference experience for similar projects.

关 键 词：小型水库 安全评价 渗流控制 稳定性 

分 类 号：TV697.3[水利工程—水利水电工程]