四川水力发电2025，Vol.44Issue(1)：145-149,5.DOI:10.20196/j.cnki.scslfd.20250131
福斯台水库大坝渗流稳定计算
Seepage Stability Calculation of the Fusitai Reservoir Dam
胡浩凡1
作者信息
- 1. 第九师联拓勘测设计研究有限公司,新疆 塔城 834600
- 折叠
摘要
Abstract
The stability analysis of reservoir seepage is an important link in reservoir design.This article applies the AutoBank finite element analysis software to analyze the seepage stability of the Fusitai Reservoir Dam.The results show that under different working conditions,the calculated seepage gradient downstream of the Dongxigou Dam is 0.07,which is less than the allowable seepage gradient of 0.47,meeting the requirements for seepage stability.The minimum values of the anti-skid stability safety factors for the upstream and down-stream dam slopes are both greater than the allowable values in the specifications,and the upstream and down-stream dam slopes are stable.The calculation process of seepage stability for the Futaisi Reservoir dam can provide reference for similar project designs.关键词
均质土坝/稳定计算/渗流计算/AutoBank/数值模拟Key words
Homogeneous earth dam/Stable calculation/Seepage calculation/AutoBank/Numerical simulation分类
建筑与水利引用本文复制引用
胡浩凡..福斯台水库大坝渗流稳定计算[J].四川水力发电,2025,44(1):145-149,5.
