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

高水头船闸平底廊道反弧形阀门净动水启门力非恒定流试验
引用本文:刘 猛,胡亚安,严秀俊.高水头船闸平底廊道反弧形阀门净动水启门力非恒定流试验[J].水运工程,2017(6):113-117.
作者姓名:刘 猛  胡亚安  严秀俊
作者单位:上海河口海岸科学研究中心,河口海岸交通行业重点实验室,上海 201201,南京水利科学研究院,通航建筑物建设技术交通行业重点实验室,水文水资源与水利工程科学国家重点实验室,江苏 南京 210029,南京水利科学研究院,通航建筑物建设技术交通行业重点实验室,水文水资源与水利工程科学国家重点实验室,江苏 南京 210029
基金项目:国家重点研发计划(2016YFC0402001)
摘    要:通过非恒定流试验对平底廊道反弧形阀门净动水启门力进行研究,研究表明:1)阀门净动水启门力可以分解为两个部分,一部分由廊道水流作用产生,另一部分由门井水流作用产生;2)各开度下由廊道水流运动引起的阀门净动水启门力与孔口水流弗劳德数的平方成线性变化关系;3)各开度下由门井水流运动引起的阀门净动水启门力与门井水流弗劳德数成线性变化关系;4)首次提出了高水头船闸平底廊道反弧形阀门净动水启门力计算公式,公式计算结果与原型观测结果吻合好,计算精度高。

关 键 词:高水头船闸  反弧形阀门  非恒定流  净动水启门力  廊道水流  门井水流

Unsteady flow experiment on net hydrodynamic uplifting force of reversed tainter value in flat-bottom galleries of high-head lock
LIU Meng,HU Ya-an and YAN Xiu-jun.Unsteady flow experiment on net hydrodynamic uplifting force of reversed tainter value in flat-bottom galleries of high-head lock[J].Port & Waterway Engineering,2017(6):113-117.
Authors:LIU Meng  HU Ya-an and YAN Xiu-jun
Abstract:Net hydrodynamic uplifting force of reversed tainter value in flat-bottom galleries of high-head lock is studied through unsteady flow tests,main result as follows:1)The net hydrodynamic uplifting force of reversed tainter value is composed of two parts,a part is produced of the corridor current,the other part is produced of the valve shaft current. 2)The net hydrodynamic uplifting force of reversed tainter value resulted from the corridor current has liner relation with square of Froude number of orifice current in every opening. 3)The net hydrodynamic uplifting force of reversed tainter value resulted from the valve shaft current has liner relation with Froude number of valve shaft current in every opening. 4)The formula of net hydrodynamic uplifting force of reversed tainter value in flat-bottom galleries of high-head lock is proposed for the first time,the results calculated is in good agreement with the prototype observation,the proposed formula has a high accuracy.
Keywords:
本文献已被 CNKI 等数据库收录!
点击此处可从《水运工程》浏览原始摘要信息
点击此处可从《水运工程》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