摘要
以马头水库压力隧洞钢衬外压失稳事故为例,以水力物理模型为手段,复演钢衬失稳的全过程,为研究中低水头钢衬失稳原因和防止措施奠定基础.主要讨论水力物理模型试验的相似模拟问题,并介绍了试验结论.
Regard the steel lining failure of pressure tunnel of Matou Reservoir as a example and by the hydraulic physical model, the course of steel lining failure is reproduced in order to search the reason of steel lining failure in low water head and the improvement measure. The similar simulation problem of hydraulic physical test is discussed. At last, the conclusion is introduced.
出处
《江西水利科技》
2009年第1期22-27,共6页
Jiangxi Hydraulic Science & Technology
关键词
江西
马头水库
压力隧洞
钢衬失稳
水力物理模型
Jiangxi province
Matou Reservoir
Pressure tunnel
Steel lining failure
Hydraulic physical model
