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热水岸边排放的数值模拟
Numerical simulation of side discharges of hot-water into open channel flow
【摘要】 本文放弃涡粘性假设,采用由雷诺应力输运方程简化而得的雷诺应力显式表达式及uiT'的表达式为补充关系式,构造了适用于热水的二维各向异性k-ε模型,并首次预报了热水岸边排放3个涡的回流区流场结构,与实验结果相符;同时计算了湍动能分布、雷诺剪应力分布和温度分布。
【Abstract】 In this paper the eddy viscosity hypothesis is abandoned, and explicit expressions for the Reybolds stress and u T’are obtained through simplification of their respective transport equations. The explicit expressions thus derived are employed as supplementary relations in a 2 -D anisotropic k-ε model for the flow and temperature fieldes. By use of this turbulent mathematical model, we have simulated a recirculating area with three vortexes in side discharge into open channel flow. The flow field results are in good accord with experimental data. We also find reasonable agreement with experimental measurements of turbulent kinetic energy;Reynold’s shear stress, and tenmperature field.
- 【文献出处】 水利学报 ,JOURNAL OF HYDRAULIC ENGINEERING , 编辑部邮箱 ,1994年05期
- 【分类号】TV131.21
- 【被引频次】3
- 【下载频次】63