摘要
以传统管网平差原理为基础,提出了供水管网在漏损状态下的水力分析方法,并通过实例证明了该方法的可行性。
Based on the traditional pipe network adjustment theory, this paper puts forward the hydraulic analysis method for water supply network under the condition of leakage, and proves its feasibility through actual examples.
出处
《科技情报开发与经济》
2008年第5期143-145,共3页
Sci-Tech Information Development & Economy
关键词
供水管网
漏损
水力分析
water supply network
leakage
hydraulic analysis
