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兼使水流转向的非对称窄缝挑坎
引用本文:倪汉根,刘韩生,梁川.兼使水流转向的非对称窄缝挑坎[J].水利学报,2001,32(8):0085-0090.
作者姓名:倪汉根  刘韩生  梁川
作者单位:1. 大连理工大学
2. 西北水科院
3. 四川大学
基金项目:本课题先后得到四川大学高速水力学国家实验室和国家电力公司的资助
摘    要:讨论了兼有水流转向功能的一级非对称直线边壁窄缝的设计方法与水力特性,两边墙转向角之差即为水流转向角,两边墙转角相等时出口水流的水深和佛汝德数也分别相等。按在窄缝出口前形成完整幅射流的条件,讨论了兼有转向功能的非对称曲线边墙窄缝的设计方法与水力特性。比较了六种体型(三种对称、三种非对称)窄缝在八种工况对泄槽底板的冲击压强,实测结果表明,非对称性越强冲击压强越小。

关 键 词:水流消能  窄缝挑坎  冲击波
文章编号:0559-9350(2001)08-0085-05
修稿时间:2000年3月16日

Asymmetric slit buckets with function of changing flow direction
NI Han-gen,LIU Han-sheng,LIANG Chuan.Asymmetric slit buckets with function of changing flow direction[J].Journal of Hydraulic Engineering,2001,32(8):0085-0090.
Authors:NI Han-gen  LIU Han-sheng  LIANG Chuan
Affiliation:1.Dalian University of Technology; 2.Northwest Hydraulic Research Institute; 3.Sichuan University
Abstract:The hydraulic characteristics of asymmetric slit bucket having linear side walls with function of changing flow direction is studied. It is found that the deflection angle of the out going flow is equal to the differenceof the deflection angles of side walls and the flow depth and Froude number at the exit of the bucket will not change if the sum of the deflection angles keepsthe same. The design principle of this kind of bucket is proposed. The impact force of the nappe acting on downstream riverbed measured in model test shows theasymmetric bucket is better than the symmetric one.
Keywords:energy dissipation  slit bucket  shock wave  deflection angle
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