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| 凤山峡水库大坝渗流及稳定计算分析 | |
| 引用本文： | 曾小建平,楼林海,李东风. 凤山峡水库大坝渗流及稳定计算分析[J]. 浙江水利水电专科学校学报, 2007, 19(3): 17-19 |
| 作者姓名： | 曾小建平 楼林海 李东风 |
| 作者单位： | 1. 浙江省衢州市水利水电勘测设计有限公司,浙江,衢州,324000 2. 柯城区水利局,浙江,衢州,324000 3. 浙江水利水电专科学校,浙江,杭州,310018 |
| 摘 要： | 对凤山峡水库大坝现状渗漏及稳定等问题进行的基础上,对正常蓄水位和校核洪水位等不同库水位情况下浸润线、大坝现状坝坡各工况下稳定安全系数和除险加固工程完成后坝坡抗滑稳定进行了计算和分析,根据计算结果,提出了凤山峡水库大坝工程主坝坝体防渗处理采用粘土斜墙防渗方案,对主坝坝基防渗处理采用帷幕灌浆等除险加固处理措施,经检验效果良好,措施可行. |
| 关 键 词： | 凤山峡水库 大坝渗流 稳定计算分析 |
| 文章编号： | 1008-536X（2007）03-0017-03 |
| 修稿时间： | 2007-04-21 |
Analysis on Dam Seepage Flow and Infiltration Stability of Fengshanxia Reservoir |
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| ZENG Xiao-jian-ping,LOU Lin-hai,LI Dong-feng. Analysis on Dam Seepage Flow and Infiltration Stability of Fengshanxia Reservoir[J]. Journal of Zhejiang Water Conservancy and Hydropower College, 2007, 19(3): 17-19 | |
| Authors: | ZENG Xiao-jian-ping LOU Lin-hai LI Dong-feng |
| Affiliation: | 1. Quzhou Design Limited Company of Water Conservancy and Hydropower, Quzhou 324000, China;2. Kecheng District Water Conservancy Bureau, Quzhou 324000, China;3 .Zhejiang Wager Conservancy and Hydropower College, Hangzhou 310018, China |
| Abstract: | Based on the dam seepage flow and infiltration stability of Fengshanxia Reservoir,saturation line of different stages,safety factor of typical conditions and factors of safety against sliding are analyzed.Some measures of main dam seepage prevention are given,such as clay sloping core and curtain grouting. |
| Keywords: | Fengshanxia Reservoir dam seepage flow infiltration stability calculation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |