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水利枢纽溢洪道掺气坎槽体型研究
引用本文:张效先,孙可寅,高学平,董绍尧. 水利枢纽溢洪道掺气坎槽体型研究[J]. 水利水电技术, 2004, 35(9): 51-53
作者姓名:张效先  孙可寅  高学平  董绍尧
作者单位:天津大学,建筑工程学院,天津,300072;国家电力公司,昆明勘测设计研究院,云南,昆明,650051
摘    要:结合糯扎渡水利枢纽溢洪道掺气减蚀模型试验研究,根据试验资料,利用回归分析,拟合出关系曲线,建立了坎高与水深、流速、溢洪道底坡、挑坎挑角关系的经验公式,并通过已建成的工程实例来验证公式的实用性.该公式对掺气坎槽选型提供了依据,可供设计与模型试验阶段参考。

关 键 词:掺气减蚀  溢洪道掺气坎槽  经验公式
文章编号:1000-0860(2004)09-0051-03
修稿时间:2004-02-19

Study on the shape of the spillway chute aerator in hydraulic complexes
ZHANG Xiao-xian,SUN Ke-yin,GAO Xue-ping,DONG Shao-yao. Study on the shape of the spillway chute aerator in hydraulic complexes[J]. Water Resources and Hydropower Engineering, 2004, 35(9): 51-53
Authors:ZHANG Xiao-xian  SUN Ke-yin  GAO Xue-ping  DONG Shao-yao
Affiliation:ZHANG Xiao-xian~1,SUN Ke-yin~1,GAO Xue-ping~1,DONG Shao-yao~2
Abstract:This paper is based on the model experiment of Nuozhadu hydraulic complexes. We analysed the data of the experiment and used regress analysis to get the relation curve,then we set up a experiential equation,which indicates the relation between ridge height and depth,velocity,grade of spillway,grade of ridge. Furthermore. We validate the equation by some actual engineering samples. The equation offer some references in choosing fit shape of the spillway chute aerator in the course of design and experiment.
Keywords:the air entrainment effect on mitigating cavitation damage  spillway chute aerator  experiential equation
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