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胡谷水库坝体渗流分析与安全评价
引用本文:李化军,张海旭.胡谷水库坝体渗流分析与安全评价[J].吉林水利,2010(8):43-45.
作者姓名:李化军  张海旭
作者单位:1. 广州市白云区水务局,广东,广州,510405
2. 长沙理工大学水利学院,湖南,长沙,410114
基金项目:长沙理工大学教研教改项目,长沙理工创新性实验计划项目 
摘    要:结合现场踏勘,采用有限单元法对胡谷水库坝体在正常蓄水位、设计洪水位、校核洪水位等典型工况下的渗流稳定进行了分析与安全评价。计算结果表明:坝体渗透坡降较大,其渗流安全综合评价为C级,存在渗流安全隐患,应及时采取加固措施。

关 键 词:有限单元法  渗流分析  安全评价  土石坝

The Seepage analysis of Hugu Reservoir Dam body and Safety Evaluation
Li Hua-jun,Zhang Hai-xu.The Seepage analysis of Hugu Reservoir Dam body and Safety Evaluation[J].Jilin Water Resources,2010(8):43-45.
Authors:Li Hua-jun  Zhang Hai-xu
Affiliation:Li Hua-jun, Zhang Hai-xu
Abstract:combined with field investigation, using the Hugu Reservoir Dam has been analysed and evaluated finite element method the seepage and stability of under the typical condition of the normal water level, the design flood level and flood check level. The results show that the dam penetration slope is greater, the seepage safety evaluation is C-class, seepage potential safety problems is existing, so the suggestion is reinforcement measures should be taken promptly.
Keywords:finite element method  seepage analysis  safety assessment  earth and rockfill dam
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