Use of the Gaussian hypergeometric function to solve the equation of gradually-varied flow

被引:8
|
作者
Jan, Chyan-Deng [1 ]
Chen, Cheng-lung [2 ]
机构
[1] Natl Cheng Kung Univ, Dept Hydraul & Ocean Engn, Tainan 70101, Taiwan
[2] Consulting Hydrologist, Cupertino, CA USA
关键词
Gradually-varied flow; Varied-flow function; Gaussian hypergeometric function; Normal depth; DIRECT INTEGRATION; HYDRAULIC EXPONENTS; PERFORMANCE; COMPUTATION; PREDICTION; ALGORITHM; PROFILES; CHANNELS;
D O I
10.1016/j.jhydrol.2012.06.023
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The direct-integration method is a conventional method used to analytically solve the equation of gradually-varied flow (GVF) that is a steady non-uniform flow in an open channel with gradually changes in its water surface elevation. The GVF equation is normalized by using the normal depth h(n). The varied-flow function (VFF) needed in the direct-integration method has a drawback caused by the imprecise interpolation of the VFF-values. To overcome the drawback, we successfully use the Gaussian hypergeometric function (GHF) to analytically solve the GVF equation without recourse to the VFF in the present paper. The GHF-based solutions can henceforth play the role of the VFF table in the interpolation of the VFF-values. We plot the GHF-based solutions for GVF profiles in the mild (M), critical (C), and steep (S) wide channels under specific boundary conditions, thereby analyzing the effects of the dimensionless critical depth h(c)/h(n) and the hydraulic exponent N-value on the profiles. (C) 2012 Elsevier B.V. All rights reserved.
引用
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页码:139 / 145
页数:7
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