| 下株梧水库大坝渗流计算与分析 |
| |
| 引用本文： | 张民,江宁宁,刘世学.下株梧水库大坝渗流计算与分析[J].大坝与安全,2012(1):57-59. |
| |
| 作者姓名： | 张民 江宁宁 刘世学 |
| |
| 作者单位： | 1. 安丘市下株梧水库管理局,山东安丘,262125
2. 山东省南水北调工程干线公司,山东济南,250013 |
| |
| 摘 要： | 下株梧水库位于山东省安丘市西南部,总库容1620万m3,最大坝高20.87m.该水库运行已近50a,大坝曾多次发生险情.大坝渗流有限元计算以及渗透变形分析结果表明,大坝坝脚存在渗透变形的可能性.
|
| 关 键 词： | 下株梧水库 大坝渗流 有限元计算 渗透变形 |
Seepage calculation and analysis of Xiazhuwu reservoir |
| |
| ZHANG Min
,
JIANG Ning-ning
,
LIU Shi-xue.Seepage calculation and analysis of Xiazhuwu reservoir[J].Large Dam & Safety,2012(1):57-59. |
| |
| Authors: | ZHANG Min JIANG Ning-ning LIU Shi-xue |
| |
| Affiliation: | Administration Bureau of Xiazhuwu Reservoir,Anqiu City |
| |
| Abstract: | The reservoir storage capacity of Xiazhuwu reservoir located in southwest of Anqiu city is 16.20 million m3 with 20.87 m dam height.The reservoir has been in operation for 50 years with several dangers.The results of dam seepage element calculation and seepage deformation analysis proved the possibility of existence of seepage deformation in the dam foot. |
| |
| Keywords: | Xiazhuwu reservoir dam seepage finite element calculation seepage deformation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
