坝基渗流分析的边界点法  

Boundary Point Method for Dam Foundation Seepage Analysis

作　　者：陈亮亮[1] 侍克斌[1] 李永[1] 

机构地区：[1]新疆农业大学水利与土木工程学院,新疆乌鲁木齐830052

出　　处：《水电能源科学》2009年第1期88-89,共2页Water Resources and Power

基　　金：新疆水利水电科学基金资助重点项目(xjzdxk-2002-10-05);新疆高校科研计划基金资助重点项目(xjedu2005I09)

摘　　要：采用边界点法分析坝基渗流问题,编制了计算程序并与有限单元法和裂隙网络法的计算结果比较。结果表明,采用边界点法处理坝基渗流问题计算程序简单、速度快、精度高。The boundary point method has been applied to solve the problem of dam foundation seepage, and its results are compared with the results from finite element method and fissure network method. The results showed that using the boundary point method to calculate seepage on dam foundation surface has the advantage of easy calculation program, quick calculation speed and high calculation accuracy.

关 键 词：坝基 渗流 边界点法 有限单元法 裂隙网络法 

分 类 号：TV223.6[水利工程—水工结构工程]