摘要
提出了独立水力单元法和两节点法,并推导了供水工程中各独立水力单元相应的边界方程进行供水工程过渡过程计算和分析。计算结果表明,该方法可行,对不同的工程布置形式具有良好的适应性,通用性好,使用方便。
The independent hydraulic element method and the two nodes method are put forward, and then boundary equations of those independent hydraulic elements in water supply projects are established. Also, the transient processes are simulated and analyzed. The results indicate that the methods are appropriate and adaptive to different layout of projects, and convenient to use.
出处
《水电能源科学》
北大核心
2009年第1期133-136,共4页
Water Resources and Power
关键词
供水工程
过渡过程
独立水力单元法
两节点法
water supply system
transient process
independent hydraulic element method
two nodes method
