| 白山拱坝坝基漏水及处理效果分析 |
| |
| 引用本文： | 宋恩来. 白山拱坝坝基漏水及处理效果分析[J]. 大坝与安全, 2006, 0(6): 55-59 |
| |
| 作者姓名： | 宋恩来 |
| |
| 作者单位： | 辽宁省电力有限公司,辽宁,沈阳,110006 |
| |
| 摘 要： | 白山拱坝蓄水后坝基漏水量较小。1995年汛期，坝基漏水量突然增大，分析认为是加强帷幕灌浆孔漏灌所致，经补灌后效果良好，多年运行表明，大坝工作状态正常。
|
| 关 键 词： | 拱坝 坝基漏水 补充灌浆 运行正常 |
| 文章编号： | 1671-1092（2006）06-0055-05 |
| 收稿时间： | 2006-06-05 |
| 修稿时间： | 2006-06-05 |
Analysis of dam foundation seepage and treatment at Baishan arch dam |
| |
| SONG En-lai. Analysis of dam foundation seepage and treatment at Baishan arch dam[J]. Large Dam & Safety, 2006, 0(6): 55-59 |
| |
| Authors: | SONG En-lai |
| |
| Abstract: | The seepage amount of Baishan arch dam has been small after ponding, but unexpectedly increased in the flood season of 1995. The cause was some missing intensify curtain grouting holes. After supplementary grouting, the performance was well and the operation returned to normal. |
| |
| Keywords: | arch dam dam foundation seepage supplementary grouting normal operation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
