等宽明渠交汇口平面二维水流数值模拟  

Two-dimensional numerical water flow simulation at equal-width open-channel junction

作　　者：谭柱林[1] 彭杨[1] 肖杨[1] 

机构地区：[1]华北电力大学可再生能源学院,北京102206

出　　处：《水运工程》2012年第2期46-49,共4页Port & Waterway Engineering

基　　金：国家自然科学基金资助项目(51179069)

摘　　要：采用雷诺平均Navier-Stokes(RANS)方程组,其中动量方程的雷诺应力项用雷诺应力(RAM)模型求解,运用Fluent软件模拟了90°等宽明渠交汇口6种流量比的二维水流运动。通过将数值模拟的分离区尺寸与试验资料进行比较,发现用RAM模型模拟在小流量比流动精度较高,建议采用采用混合湍流模型:当流量比小于0.583取RAM模型计算值,否则取H-L模型计算,并绘制了分离区长度、宽度与流量比关系图。In order to mumerically simulate 2D flow, under 6 kinds of flow ratios, at a sharp-edged, openchannel junction with 90°for channels of equal width, software Fluent with RSM turbulence model is introduced to solve the Navier-Stokes Equations. The comparison between numerical simulation sizes of separation zones and experimental data prove that the RSM model does well in the flow of small flow ratio. Thus the hybrid turbulence model is recommended, and it is suggested to use the RSM model when the flow ratio is less than 0.583, otherwise, H-L model. Furthermore, the relation diagram of separation zones＇ length, width and flow ratio is plotted.

关 键 词：交汇口 雷诺应力模型 分离区 数值模拟 

分 类 号：TV91[水利工程—水利水电工程]