首页 | 本学科首页   官方微博 | 高级检索  
     检索      

南水北调工程保水堰水力特性研究
引用本文:杨敏,许国锋.南水北调工程保水堰水力特性研究[J].中国农村水利水电,2006,0(11):95-98.
作者姓名:杨敏  许国锋
作者单位:天津大学建筑工程学院,天津,300072
摘    要:南水北调天津干线采用分段低压输水方式后,保水堰作为有压管道中的衔接性水工建筑物,结构独特,流态复杂,在输水系统中起着关键作用。本文通过保水堰的水工模型试验和数值模拟,得到了保水堰的水力特性,即保水堰的局部水头损失系数、流量系数和水流流态随着水位而变化的规律,其成果对长距离调水水力计算和工程设计有重要的意义。

关 键 词:保水堰,局部水头损失系数,流量系数,流态,淹没堰流,自由堰流,数值模拟
文章编号:1007-2284(2006)11-0095-04
修稿时间:2005年7月13日

Study on Hydraulic Characteristics of Water Conservation Weir in the South-to-North Water Transfer Project
YANG Min,XU Guo-feng.Study on Hydraulic Characteristics of Water Conservation Weir in the South-to-North Water Transfer Project[J].China Rural Water and Hydropower,2006,0(11):95-98.
Authors:YANG Min  XU Guo-feng
Abstract:Water conservation weir,a new kind of linkage hydraulic structure for low-pressure subsection conduits in the Tianjin section of the South-to-North Water Transfer Project,plays an important role in the water conveyance system because the structure of water conservation weir is unique and its flow pattern is complicated.This paper derives the hydraulic characteristics of water conservation weir through hydraulic model test and numeric simulation of water conservation weir.The rule that is the local head loss coefficient, flow coefficient and flow pattern varies with the water level.It has significance for hydraulic calculation and design of long-distance water transfer project.
Keywords:water conservation weir  local head loss coefficient  flow coefficient  flow pattern  submerged overflow  free overflow  numerical simulation
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《中国农村水利水电》浏览原始摘要信息
点击此处可从《中国农村水利水电》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号