引用本文:冯亚辉,郭维东.Y型明渠交汇水流数值计算[J].水利水运工程学报,2006,(4):34-40
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Y型明渠交汇水流数值计算
冯亚辉,郭维东
沈阳农业大学,水利学院,辽宁,沈阳,110161
摘要:
针对Y型明渠交汇口的水流特性,应用水深平均-雷诺应力模型,采用交错网格有限体积法离散控制方程以及SIMPLE算法,求解交汇水流的水深-速度场.数值计算结果与物理模型试验结果吻合较好,并据此分析了交汇口附近汇流区的雷诺正应力和剪切应力分布.
关键词:  雷诺应力模型,交汇口,分离区,Y型明渠,数值模拟
DOI:
分类号:TV133 TV131.4
基金项目:
Numerical simulation of flow at Y-shaped open-channel junction
FENG Ya-hui,GUO Wei-dong
College of Water Conservancy, Shenyang Agricultural University, Shenyang 110161, China
Abstract:
Considering characteristics of the flow at Y-shaped open-channel junction,the finite volume method on staggered grids is used in a depth-averaged Reynolds stress model to discrete the control equations and SIMPLE algorithm so as to obtain the depth-velocity fields.Numerical calculation results agree well with the physical model test results,and distributions of the Reynolds normal stress and shear stress around the junction are analyzed.
Key words:  Reynolds stress model,junction,separation zone,Y-shaped open-channel,numerical simulation
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