陕西水利Issue(5)：148-151,4.
基于有限元法的水库大坝渗流分析
Seepage Analysis of Reservoir Dams Based on the Finite Element Method
张华 1文航2
作者信息
- 1. 子洲县水资源管理站,陕西子洲 718499
- 2. 子洲县渠道库坝管护中心,陕西子洲 718499
- 折叠
摘要
Abstract
To investigate the causes and safety of seepage in a reservoir dam,this study conducted a seepage analysis of typical dam cross-sections using the finite element method(FEM).The analysis was based on dam monitoring data and evaluated three operational water level scenarios.Results indicated that the dam body met regulatory standards with no seepage observed.However,under the designed flood water level condition,seepage occurred at the dam foundation with a flow rate of 9.21 m3/(d·m).The dam's seepage safety was classified as Grade B,providing a reference for safety assessments of similar dams.关键词
水库/有限元法/大坝渗流/安全评价Key words
Reservoir/finite element method/dam seepage/safety assessment分类
建筑与水利引用本文复制引用
张华,文航..基于有限元法的水库大坝渗流分析[J].陕西水利,2025,(5):148-151,4.
