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坝身泄洪水气两相流二维数值模拟
引用本文:沙海飞,周辉,吴时强,陈惠玲. 坝身泄洪水气两相流二维数值模拟[J]. 水动力学研究与进展(A辑), 2007, 22(3): 311-316
作者姓名:沙海飞  周辉  吴时强  陈惠玲
作者单位:南京水利科学研究院
摘    要:为了全面了解坝身泄洪水力学特性,采用基于VOF方法的水气两相流二维紊流数值模型对坝身表孔泄洪进行了计算模拟,得到的坝面压力、水舌入水点等水力特性与1:50比尺的整体模型试验值基本吻合,同时还进一步分析得出了坝后较真实的水舌风场、坝身泄洪的能量损失过程以及水垫塘的水流特性,表明两相流数值模拟是研究坝身泄洪水力特性的有效方法。

关 键 词:坝身泄洪  两相流  水舌风  水垫塘  数值模拟
文章编号:1000-4874(2007)03-0311-06
修稿时间:2006-11-132007-02-27

2-D Numerical simulation of two-Phase flow from surface outlet into plunge pool
SHA Hai-fei,ZHOU Hui,WU Shi-qiang,CHEN Hui-ling. 2-D Numerical simulation of two-Phase flow from surface outlet into plunge pool[J]. Chinese Journal of Hydrodynamics, 2007, 22(3): 311-316
Authors:SHA Hai-fei  ZHOU Hui  WU Shi-qiang  CHEN Hui-ling
Affiliation:1. Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2. State Key Laboratory of Hydrology-Water resources and Hydraulic Engineering, Nanjing 210098, China
Abstract:In order to study the characteristic of the flood relief two-phase flow from surface outlet into plunge pool,the volume of fluid(VOF) method was applied to simulate the whole flow field.The distribution of pressure of dam surface fitted well with the experimental data measured on a three-dimension model with a scale of 1:50.The nappe-wind field during flood discharge of a hydropower station and its process of energy loss were obtained by two-dimension numerical simulation.
Keywords:flood relief through dam  two-phase flow  nappe-wind during flood discharge of hydropower station  plunge pool  numerical simulation
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