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明渠流动S-K模型参数率定的随机搜索法 被引量:2

Optimization of parameters in S-K Model for open channel by using random searching technique
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摘要 S-K模型(Shiono and Knight Method)是目前进行单一和复合断面顺直棱柱体明渠水力计算较为精细的模型之一。涉及3个待定参数:摩阻系数f、无量纲涡粘性系数λ和二次流影响因子Γ,这3个参数的待定性使该模型在实际工程应用中受到限制。本文结合大量的水槽试验流量Q及壁面切应力τb结果,采用随机搜寻法,对S-K模型中的3个重要参数进行了同时满足Q和切应力bτ条件下的优化率定。结果表明,参数f变化规律与Colebrook-White公式基本一致,λ和Γ随渠道宽高比Pb/Pw的变化规律较为明显。 The Shiono-Knight Method is an effective model for hydraulic calculation of prismatic open channel with arbitrary cross section. However, the application of this method is not popular in engineering design since three unknown parameters, namely friction coefficient f, dimensionless vortex viscosity and secondary flow factor Г are involved. In this paper, based on a great amount of experimental data including the discharge and wall shear stress the random searching technique is applied to optimally calibrate these three parameters with both discharge and shear stress conditions of flow conditions can be fullfilled. The result shows that the variation of friction coefficient is in good agreement with the formula given by Colebrook-Ehite, and the other two parameters are significantly change with the ratio of channel width to depth.
出处 《水利学报》 EI CSCD 北大核心 2007年第11期1364-1370,共7页 Journal of Hydraulic Engineering
基金 教育部留学归国人员启动资金资助 "跨世纪优秀人才培养计划"资金资助
关键词 明渠 S-K模型 优化 率定 open channel S-K Model parameters optimization calibration
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参考文献7

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同被引文献12

  • 1ZHELEZNYAKOV G V. Interaction of channel and floodplain streams[ C]//Proceedings of 14th Conference of InternationalAssiation for Hydraulic Research. Pairs: IAHR, 1971 : 145- 148.
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  • 3王树东.漫滩水流的二维流速分布及水力学计算.水利学报,1986,:51-59.
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  • 5LIAO Hua-sheng, KNIGHT D W. Analytic stage-discharge formulas for fow in straight trapezoidal open channels [ J ]. Advances in Water Resources, 2007,30 : 2283-2295.
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  • 7McGAHEY C. A practical approach to estimating the flow capacity of rivers[ D]. Milton Keynes:Open University,2006.
  • 8Knight D W,Omran M,Abril J B.Boundary condi-tions between panels in depth-averaged flow models re-visited[C] //Proc.of the 2nd Intl.Conf.on FluvialHydraulics:River Flow 2004,1:371-380,Naples,24-26June.
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  • 10Huasheng Liao,Knight D W.Analytic depth-averagedvelocity and boundary shear stress distributions for V-shaped channel with vertical side walls[J].Sustain-able Water Management and River Development,2007,1:289-297.

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