摘要
采用基于 RNG方法的湍流模型对水泵站底坎绕流流场进行了数值模拟。在笛卡尔坐标系下 ,采用交错网格的有限体积法求解二维不可压 Navier- Stokes方程 ,计算结果与试验数据以及与采用标准的 k- ε两方程湍流模型计算的结果进行比较 ,结果表明基于 RNG方法的湍流模型对于有强漩滚回流的尾流的详细结构 ,能够给出真实的模拟 .
The RNG k-ε turbulent model was adopted to simulate the turbulent flow around sill. The incompressible N-S equations were solved in a non-orthogonal curvilinear system by the finite volume method with staggered grids. The results were compared with the experimental data, which showed that the RNG k-ε turbulent model was feasible in simulating a separated flow around sill in pumping station.
出处
《农业机械学报》
EI
CAS
CSCD
北大核心
2005年第3期37-39,共3页
Transactions of the Chinese Society for Agricultural Machinery
基金
江苏省重点实验室开放基金资助项目 (项目编号 :2 0 83