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United friction resistance in open channel flows
作者姓名:李硕林  史浩然  薛万云  槐文信
作者单位:State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University
摘    要:It is now over half a century since Keulegan conducted his open channel flow experiments.Over the past decades,many empirical formulae were proposed based on his results,however,there is still not a combined expression to describe the effects of friction over all hydraulic regions in open channel flows.Therefore,in this letter,based on the analysis of the implicit model and the logarithmic matching method,the results of Keulegan(for authentic experiment data are no longer available,here we adopt the analytical solutions given by Dou)are rescaled into one monotone curve by combining the Reynolds number and the relative roughness of the river bed.A united expression that could cover the entire turbulence regions and be validated with Dou’s analytical solutions is suggested to estimate the friction factor throughout the turbulent region in open channel flows,with higher accuracy than that of the previous formulas.

关 键 词:friction  turbulence  turbulent  Reynolds  monotone  hydraulic  matching  authentic  roughness  logarithmic

United friction resistance in open channel flows
LI Shuo-lin , SHI Hao-ran , XUE Wan-yun , HUAI Wen-xin.United friction resistance in open channel flows[J].Journal of Hydrodynamics,2015,27(3):469-472.
Authors:LI Shuo-lin  SHI Hao-ran  XUE Wan-yun  HUAI Wen-xin
Affiliation:State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China
Abstract:
Keywords:open channel flows  frication factor  united formula  implicit model  logarithmic matching method
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