CORC  > 清华大学
Hydraulic experiments on long water supply pipelines connected to overflow weirs
Wan Wuyi
2010-05-11 ; 2010-05-11
关键词Theoretical or Mathematical/ flow simulation pipe flow pipelines water supply/ long water supply pipelines overflow weirs water hammer control hydraulic model unsteady flow water level fluctuations inlet surge tank pipe flow hydraulic flap pressure conduit/ A4785 Applied fluid mechanics A4760 Flows in ducts, channels, and conduits A4710 General fluid dynamics theory, simulation and other computational methods E3040 Public utilities E2130 Fluid mechanics and aerodynamics (mechanical engineering)
中文摘要Overflow weir is used to control water hammer and prevent air entrainment in long supply pipelines. A hydraulic model was developed to analyze the unsteady flow of a water supply system with long pipelines and an overflow weir. The water level fluctuations in the inlet surge tank were simulated in model tests. Design criteria were developed from empirical data. The results show that the inertia of the pipe flow is the primarily influence on the water level fluctuations, which lead to air entrainment and hydraulic flap at the pipeline inlet. The fluctuations can be controlled by increasing the inlet tank area and the weir height.
语种中文 ; 中文
出版者Tsinghua Univ. Press ; China
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/27353]  
专题清华大学
推荐引用方式
GB/T 7714
Wan Wuyi. Hydraulic experiments on long water supply pipelines connected to overflow weirs[J],2010, 2010.
APA Wan Wuyi.(2010).Hydraulic experiments on long water supply pipelines connected to overflow weirs..
MLA Wan Wuyi."Hydraulic experiments on long water supply pipelines connected to overflow weirs".(2010).
个性服务
查看访问统计
相关权益政策
暂无数据
收藏/分享
所有评论 (0)
暂无评论
 

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。


©版权所有 ©2017 CSpace - Powered by CSpace