首页 | 本学科首页   官方微博 | 高级检索  
     

低弗劳德数下挑坎体型对掺气的影响试验
引用本文:沈春颖,徐一民,张涛,储威威.低弗劳德数下挑坎体型对掺气的影响试验[J].水利水电科技进展,2012,32(2):15-17.
作者姓名:沈春颖  徐一民  张涛  储威威
作者单位:1. 昆明理工大学电力工程学院,云南昆明,650093
2. 云南经济管理职业学院,云南昆明,650106
基金项目:云南省自然科学基金(2009ZC015M)
摘    要:通过变换坎高及挑坎坡度,制作不同体型的挑坎模型,将其置于可变坡有机玻璃水槽中,研究在不同流量下坎后掺气空腔长度及回水深度的规律。试验结果表明:在其他条件不变的情况下,来流量与空腔长度成正比,挑坎高度对空腔长度的影响比挑坎坡度要大得多;流量越大,空腔回水深度越低,而空腔回水深度却随着挑坎高度的增加而增加,挑坎高度的增加与回水深度的减轻并不成正比;在试验条件下,射流水舌冲击角5.5°时已出现空腔回水,空腔回水的出现与射流水舌冲击角密切相关,但归根结底还是与来流条件、水槽底坡、掺气坎体型的确定有关。

关 键 词:挑坎  变坡水槽  掺气  空腔长度  回水深度
修稿时间:2012/4/19 0:00:00

Experiment of ramp-type aerator shape on the impact of aeration under low Froude number
SHEN Chun-ying , XU Yi-min , ZHANG Tao , CHU Wei-wei.Experiment of ramp-type aerator shape on the impact of aeration under low Froude number[J].Advances in Science and Technology of Water Resources,2012,32(2):15-17.
Authors:SHEN Chun-ying  XU Yi-min  ZHANG Tao  CHU Wei-wei
Affiliation:1(1.Faculty of Electric Power Engineering,Kunming University of Science and Technology,Kunming 650093,China;2.Yunnan College of Business Management,Kunming 650106,China)
Abstract:By varying height and slope,different shape of ramp-type aerator models in variable slope flume are set to discover laws of cavity length and backwater depth over the aerator under different discharge.After analyzing the results of this experiment,the following conclusions are obtained: In the case of other conditions remain unchanged,flow discharge is proportional to the cavity length,and aerator height affects cavity length larger than aerator slope;greater the flow discharge is,lower backwater depth is.And the backwater depth increases with aerator height,indicating that aerator height is not proportional to the reduction of backwater depth;in this experimental condition,when the jet impact angle is 5.5°,the cavity backwater has emerged.Clearly,the emergence of cavity backwater is closely related with the jet impact angle,but in the final analysis it is relevant to flow conditions,the slope of flume,and the shape of aerator.
Keywords:ramp-type aerator  variable slope flume  aeration  cavity length  backwater depth
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水利水电科技进展》浏览原始摘要信息
点击此处可从《水利水电科技进展》下载全文
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