文章摘要
王海军, 张 凡, 李会平.溢洪道泄流临底流速仿真模拟研究Journal of Water Resources and Water Engineering[J].,2018,29(5):128-132
溢洪道泄流临底流速仿真模拟研究
Research on numerical simulation of underflow velocity distribution of spillway discharge
  
DOI:10.11705/j.issn.1672-643X.2018.05.20
中文关键词: 溢洪道  临底流速  数值仿真  流速梯度  冲刷破坏  原型观测
英文关键词: spillway  underflow velocity  numerical simulation  velocity gradient  scouring damage  prototype observation
基金项目:国家重点研发计划项目(2016YFC0401902); 天津市重点领域创新团队项目(2014TDA001); 国家自然科学基金项目(51509180)
Author NameAffiliation
WANG Haijun1,2, ZHANG Fan1,2, LI Huiping1,2 (1.天津大学 水利工程仿真与安全国家重点实验室 天津 3003502.天津大学 建筑工程学院 天津 300350) 
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中文摘要:
      临底流速是影响泄流结构安全的一项重要因素。采用Fluent软件中RNG k-ε和VOF模型对某溢洪道泄流临底流速进行了数值仿真模拟研究。数值模拟结果的水流流态和水深等与溢洪道泄流原型观测数据基本一致,验证了所采取数值仿真模拟方法的合理性。在此基础上,系统分析了该溢洪道临底流速的分布规律。结果表明:工程实际冲刷破坏处与仿真结果中最大临底流速及近底侧临底流速最大梯度出现位置是吻合的,可见临底流速及其变化梯度是引起溢洪道冲刷破坏的主要原因之一。
英文摘要:
      Underflow velocity is an important factor affecting the safety of discharge structures. Based on RNG two-equation turbulence model and volume of fluid (VOF) model of the Fluent software, the simulation method of spillway discharge was studied. The flow regime and water depth of the spillway discharge simulation are almost consistent with the prototype observation, verified that the numerical simulation method is rational. With this method, the distribution of the underflow velocity of the spillway discharge was analyzed. The results showed that the position of actual scouring damage is consistent with the position of the maximum underflow velocity and the maximum gradient of the underflow velocity near the bottom of the numerical simulation. It showed that underflow velocity and its gradient should be one of the main reasons which cause the scouring damage of the spillway.
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