人民黄河2016，Vol.38Issue(9)：107-110,4.DOI:10.3969/j.issn.1000-1379.2016.09.027
渐扩式水跃跃后水深的计算
Calculation on the Sequent Depth of Gradually Expanding Hydraulic Jump
傅铭焕 1梁锋 1郭曙啸 1余建平1
作者信息
- 1. 浙江省水利水电勘测设计院，浙江 杭州310002
- 折叠
摘要
Abstract
According to the distribution law analysis of local resistance coefficient of gradually expanding hydraulic jump with the one occurring in general stilling basin and basing on the energy equation, the calculation method about the depth of gradually expanding hydraulic jump and the new formula of sequent depth were proposed which were verified accurately by practical engineering and equations existed. The results show that the local resistance coefficient of gradually expanding hydraulic jump varies as logarithmic distribution with the one occurring in general stilling basin while the dispersion angle is less than 9° and the calculation value by the new formula could be meet the requirement of engineering practice. The deviation between new formula with the others existed is gradually decreasing with increasing of upstream Froude number.关键词
渐扩式水跃/局部阻力系数/跃后水深/能量方程Key words
gradually expanding hydraulic jump/local resistance coefficient/sequent depth/energy equation分类
建筑与水利引用本文复制引用
傅铭焕,梁锋,郭曙啸,余建平..渐扩式水跃跃后水深的计算[J].人民黄河,2016,38(9):107-110,4.
