某水力冲填坝渗流稳定分析  

Seepage Stabilization Analysis on a Hydraulic Fill Dam

作　　者：汤德意 许江南[2] 

机构地区：[1]浙江广川工程咨询有限公司,浙江杭州310020 [2]浙江省水利河口研究院,浙江杭州310020

出　　处：《浙江水利水电专科学校学报》2007年第4期26-31,共6页Journal of Zhejiang Water Conservancy and Hydropower College

摘　　要：针对某水力冲填坝蓄水难以到达设计水位的情况,通过现场检查、地质勘探、实测资料分析和理论计算,对目前坝体的渗流安全性进行评价,并在实测资料验证的基础上,对设计水位下坝体的渗流安全性进行了评价,并提出相应的加固意见.The storage capacity of a hydraulic fill dam is tested to be below the designed impounding level. The paper makes an evaluation on the current seepage safety of the ＇dam based on field inspection, geological exploration, observed data and theoretical calculation, as well as the verification research on observed data.

关 键 词：水力冲填坝 渗流 安全 

分 类 号：TV641.6[水利工程—水利水电工程]