文章摘要
王学功,左敦厚.顺坡折坡水跃方程的评述与改进[J].水利学报,1999,30(9):0045-0051
顺坡折坡水跃方程的评述与改进
Study on 2-D slope hydraulic jump equations
  
DOI:
中文关键词: 水跃方程 顺坡水跃 折坡水跃 折线水跃
英文关键词: hydraulic jump  equation  folded slope
基金项目:
作者单位
王学功 安徽省淮委水利科学研究院 
左敦厚 安徽省淮委水利科学研究院 
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中文摘要:
      推导顺坡水跃方程的两种基本假定,实质上都是水跃区水面线直线化的处理。在这样假定基础上,本文近似地视折坡水跃为tgθ的顺坡水跃,得到了试验资料[2]的验证。
英文摘要:
      Based on the assumption that the water surface is a straight line,the equation of hydraulic jump on a folded slope is deduced.The folded slope is approximately regarded as a single slope with a slope of tgθ′。The effectiveness of this method is verified by experimental result.
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