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何庄水库除险加固渗流效果分析
引用本文:张翔,董梦思.何庄水库除险加固渗流效果分析[J].工程建设与设计,2013(6):155-158.
作者姓名:张翔  董梦思
作者单位:昆明理工大学电力工程学院,昆明,650504
摘    要:针对何庄水库目前的病害特点,结合坝身、坝基土层的工程地质特征,对主坝坝身、坝基采取灌浆防渗处理。在大坝上游迎水面兴利水位以上采用浆砌块石护坡,兴利水位以下采用C15混凝土护面。在坝后渗水段增设坝后贴坡排水。通过防渗处理后大坝的渗流性态得到了较大的改善。

关 键 词:水库  除险加固  渗流分析

Seepage Analysis of Danger Control and Reinforcement of Hezhuang Reservoir
ZHANG Xiang , DONG Meng-si.Seepage Analysis of Danger Control and Reinforcement of Hezhuang Reservoir[J].Construction & Design for Project,2013(6):155-158.
Authors:ZHANG Xiang  DONG Meng-si
Affiliation:(CoUegeofElectricPowerEngineering, Kunm/ngUniversityof Scienceand Technology,Kuming 650504,China)
Abstract:According to the current disease characteristics of Hezhueng Reservoir, end in combination with the features of engineering geology of dam body end foundation, treatment of grouting in dam body end foundation for enti-seepage was applied. Stone pitching was adopted above the profitable water level on upstream face, end C 15 concrete face was adopted under the profitable water level. Drainage embankment slope was set up on the downstream face, water seeping away. Through enti-seepage treatment, anti-seepage behavior of dam has been greatly improved.
Keywords:reservoir  danger control and reinforcement  sccpagc analysis
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