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谭立新, 李梅玲, 唐 敏, 赵安妮.前置掺气坎坡度对阶梯溢洪道掺气水流影响的数值模拟水资源与水工程学报[J].,2018,29(4):150-153
前置掺气坎坡度对阶梯溢洪道掺气水流影响的数值模拟
Numerical simulation of the influence of the slope of the front aerator on the aeration flow of the stepped spillway
  
DOI:10.11705/j.issn.1672-643X.2018.04.25
中文关键词:  前置掺气坎坡度  阶梯溢洪道  掺气浓度  空蚀破坏  数值模拟
英文关键词:pre-aerated slope  stepped spillway  aeration concentration  cavitation damage  numerical simulation
基金项目:陕西省重点学科建设专项项目
作者单位
谭立新, 李梅玲, 唐 敏, 赵安妮 (西安理工大学 水利水电学院 陕西 西安 710048) 
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中文摘要:
      为研究复杂边界条件下气液两相界面的流动及混掺现象对工程建设的影响,结合某大型水电站的溢洪道,利用RNG k-ε模型对其进行三维流场模拟,采用有限体积法离散控制方程,并用GMRES算法进行压力求解,对前置掺气坎式阶梯溢洪道和传统阶梯溢洪道泄流壁面上的高速掺气水流进行数值模拟。结果表明:随着掺气坎坡度的增加,其掺气空腔及掺气浓度均有所增大,随着水流下泄掺气浓度沿程降低,达到一定距离后趋于稳定,掺气浓度值达到了减免空蚀破坏的要求;与传统阶梯溢洪道的模拟结果进行对比可知,增设前置掺气坎后,既可以增加前几级阶梯的掺气浓度使水流提前达到水气平衡,也没有降低阶梯式溢洪道的消能率,为解决传统阶梯溢洪道中出现的工程难题提供了一种新思路
英文摘要:
      In order to study the influence of gas-liquid two-phase interface flow and mixing phenomenon on engineering construction under complex boundary conditions, we combined with the medium spillway of a large hydropower station, used the RNG k-ε model to simulate the three-dimensional flow field, used the finite volume method to discretize the governing equation, and used the GMRES algorithm to solve the pressure problem. Numerical simulation of high speed aerated flow on the discharge wall of the pre-aerated stepped spillway and the traditional stepped spillway was carried out. The results show that the aeration cavity and aeration concentration increased with the increase of the slope of the aerator, and the aeration concentration decreased along the flow, until reaches a certain distance, the concentration reaches the requirement of reducing cavitation damage. Compared with the simulation results of the traditional stepped spillway, the addition of the front aerator can increase the aeration concentration of the first several steps, make the flow reach water and gas balance ahead of time, and do not affect the energy dissipation rate of the stepped spillway. This study provides a new way to solve the engineering problems in the traditional stepped spillway.
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