黏土斜墙结合截水墙垂直防渗体应用效果分析  

Analysis of the application effect of vertical impervious core of the anti-seepage body of clay inclined wall combined with cut-off wall

作　　者：吴长春[1] WU Changchun(Anhui Technical College of Water Resources and Hydroelectric Power,Hefei 231603,China)

机构地区：[1]安徽水利水电职业技术学院,安徽合肥231603

出　　处：《安徽水利水电职业技术学院学报》2023年第3期12-15,共4页Journal of Anhui Technical College of Water Resources and Hydroelectric Power

摘　　要：文章分析了黏土斜墙结合截水墙防渗体在老庄水库工程中的应用,通过渗流计算,对比了大坝防渗加固前、后的渗流参数,证实了黏土斜墙结合截水墙防渗体具有良好的防渗效果,适合在该地区同类土石坝防渗加固中推广使用。This paper analyzes the application of clay inclined wall combined with cut-off wall anti-see page body in the Laozhuang Reservoir Project.Through the seepage calculation,the seepage parame-ters before and after the dam anti-seepage reinforcement are compared.It is confirmed that the clay in-clined wall combined with the impervious core of the intercepting tank has a good seepage interception effect,which is suitable for popularization and application in the anti-seepage reinforcement of similar earth-rock dams.

关 键 词：黏土斜墙 截水墙 渗流计算 防渗效果 土石坝 

分 类 号：TV641.2[水利工程—水利水电工程]