硬梁包水电站闸基渗流计算研究  

On seepage calculation to foundation uplift of Yingliangbao hydropower project

作　　者：韩永[1] 李建会[1] 梁炎[1] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院

出　　处：《山西建筑》2010年第28期355-356,共2页Shanxi Architecture

摘　　要：根据该水电站地质勘察报告提供地质参数计算,选取典型断面进行渗流计算,采用UNSST2程序计算硬梁包水电站闸基渗流情况并对计算结果进行分析,评价结构的安全状况,研究结果表明:渗透坡降小于允许渗透坡降,闸基不存在渗透变形破坏。According to the geological survey report about the hydropower project geology parameters, typical cross section of project is selected, using program of UNSST2 to calculate the seepage of foundation uplift of Yingliangbao hydropower project. Then the security situation of project is analyzed. The results show that penetration gradient of the project are less than the allow penetration of gradient and the project is safe.

关 键 词：水电站 渗流计算 安全评价 

分 类 号：TV139.14[水利工程—水力学及河流动力学]