缓坡条件下掺气坎后空腔长度的试验研究  

Experimental Study on the Cavity Length in the Aerator under the Slight Slope

作　　者：王尧[1] 徐一民[1] 张继肖[1] 舒蕴璟[1] 马关博[1] 

机构地区：[1]昆明理工大学电力工程学院,昆明650500

出　　处：《南水北调与水利科技》2013年第3期62-66,共5页South-to-North Water Transfers and Water Science & Technology

基　　金：国家自然科学基金(51069002);云南省自然科学基金(2009ZC015M)

摘　　要：掺气坎后空腔长度是检验掺气效果的一项重要指标,主要受掺气坎体型(即坎高和挑角)、水力条件、空腔内负压以及空气阻力等因素影响。通过物理模型试验研究了缓坡条件下水槽底坡、掺气挑坎体型对空腔长度的影响,弗氏数Fr、雷诺数Re、韦伯数We三者分别与空腔长度的关系,并分析了缓坡条件下空腔长度随Fr波动这一试验结果产生的原因。最后运用杨永森公式对空腔长度进行了计算,并分析了计算值与试验值之间的误差和相关性。研究成果可为优化掺气设施设计和完善计验算经公式提供参考。The cavity length in the aerator is an important indicator for aeration effects. It is impacted by many factors,including the a- erator shape （height and slope） ,hydraulic conditions,negative pressure in the cavity, and air resistance. In this paper,the physical model experiments were conducted to study the effects of chute slope and aerator shape on the cavity length tender the conditions of slight slope. Furthemore,the relationships between the cavity length and each of the three factors, namely Froude number （Fr）, Reynolds number （Re）,and Weber number（We）,were obtained,and the reason of the experiment results that the cavity length fluctuates with the Froude number （Fr） under the conditions of slight slope was analyzed. Finally, the cavity length was calculated using Yang Yong- sens formula, and the errors and correlations between the calculated and experimental values were analyzed. These results can provide references for optimizing the aerator design and improving the empirical calculation formulas.

关 键 词：水力学试验 空腔长度 水槽底坡 挑坎高度 挑坎坡比 弗氏数Fr 

分 类 号：TV131.3[水利工程—水力学及河流动力学]