期刊文献+

大伙房水库主溢洪道三维流场数值模拟 被引量:6

Three Dimensional Numerical Simulation of Main Spillway Overflow in the Dahuofang Reservoir
下载PDF
导出
摘要 采用RNGk-ε双方程模型模拟湍流,利用流体体积分数法(VOF)确定自由水面线,笛卡尔自适应网格与部分面积体积障碍模拟法(FAVOR)处理复杂的几何边界,成功地对大伙房水库主溢洪道流场进行了三维紊流数值模拟,得到了自由水面、溢洪道堰面压力、断面流速大小、分布和三维流场的分布规律,结果分析表明数值模拟与物理实验结果吻合较好。 In this paper, the RNG two-equation turbulence model was used to simulate the three-dimensional turbulence flow. The volume of fluid method (VOF) was introduced into the iteration of calculation,to solve the curved free water surface, The adaptive Cartesian grid and the fractional area volume obstacle representation method(FAVOR ) was used to barge the complex boundary condition and the turbulence flow field of main spillway in the Dahuofang reservoir was simulated successfully. The curvilinear free surface, the magnitude and distribution of the velocity, the pressures on the spillway surface, three-dimensional flow field distributions were obtained . The calculated result was in good agreement with the experimental data.
出处 《安徽农业科学》 CAS 北大核心 2006年第1期183-185,188,共4页 Journal of Anhui Agricultural Sciences
关键词 溢洪道 紊流数值模拟 RNG^k-ε湍流模型 VOF法 Spillway Turbulence numerical simulation RNG turbulence model VOF
  • 相关文献

二级参考文献2

  • 1陈群.阶梯溢流坝紊流数值模拟及实验研究.成都:四川大学博士学位论文[M].,2001,4..
  • 2汝树勋.曲线形阶梯式溢流坝的消能特性.泄水工程与高速水流论文集[M].,1994.98-102.

共引文献40

同被引文献37

引证文献6

二级引证文献24

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部