首页> 外文会议>International Conference on Intelligent Mechanics and Materials Engineering >Analysis the Response of Aerated Flow Depth to the VOF Model
【24h】

Analysis the Response of Aerated Flow Depth to the VOF Model

机译:分析曝气流动深度与VOF模型的响应

获取原文

摘要

In order to analysis the response of aerated flow depth to the VOF model, in this paper, we used VOF combining k-ε turbulent model to simulate aerated flow depth in a hydropower station spillway tunnel with high head and large discharge in China. The results show that aerated flow depth is slightly larger than the experiment water depth, but the maximum deviation are not greater than 5% (except the pile number 0+605.236 m). So, using empirical formula to converse the calculate value of water depth into aerated flow depth can make up for the defects of the VOF model which cannot directly get aerated flow depth of the cross section inside the spillway tunnel. But the section water depth can't be obtained by empirical formula calculation value conversion when cavity exists in the spillway tunnel.
机译:为了分析空气流水深度到VOF模型的响应,本文使用了vof组合K-ε湍流模型,在水电站溢出到高头和大型排放中模拟了水电站溢出道隧道的充气流动深度。 结果表明,充气流动深度略大于实验水深,但最大偏差不大于5%(桩数0 + 605.236米除外)。 因此,使用经验公式将水深的计算值转化为曝气流动深度可以弥补VOF模型的缺陷,这不能直接在溢洪道隧道内的横截面的膨胀流动深度。 但是当溢洪道隧道中存在腔体时,通过经验公式计算值转换不能获得水深。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号