摘要
该文全面考虑了闸室的自重、侧向土压力、上、下游水压力等因素 ,对单孔水闸的抗滑稳定可靠性分析方法进行了探讨 。
Considered totally the own weight of gate vault, lateral soil pressure, water pressure of upper and lower reaches, and so on ,this article is to discuss the method of reliability analysis on anti-sliding stability of single arch sluice. Quantitative reliability analysis was made on anti-sliding stability of single arch sluice according to example of project in this article.
出处
《排灌机械》
2000年第1期24-26,共3页
Drainage and Irrigation Machinery
关键词
泵站
单孔水闸
抗滑稳定
可靠性
定量分析
结构
Pump station,Single arch sluice,Anti sliding stability,reliability
