摘要
以江西省新建县梦山水库为例,阐述了均质土坝(设计前)和砼心墙坝(设计后)的不稳定渗流浸润线计算的过程,并对计算结果进行了分析.
The course of the seepage lines calculation of the unsteady seepage flow about the homogeneous earth dam before design and the concrete core-wall dam after design was stated by taking Mengshan Reservoir of Xinjian County of Jiangxi province as the example. At last, the result was analyzed.
出处
《江西水利科技》
2006年第3期176-180,共5页
Jiangxi Hydraulic Science & Technology
关键词
梦山水库
不稳定渗流
浸润线
计算
Mengshan Reservoir
Unsteady seepage flow
Seepage line
Calculation
