摘要
利用k-ε双方程紊流模型,采取瞬态PISO算法求解压力—速度耦合的方法,结合VOF追踪自由表面对溢洪道体形进行数值模拟优化,得到了溢洪道内流态、沿程水深和底板压力的分布。通过物理模型试验验证,两者结果吻合较好,说明数值模拟方法能方便地应用于溢洪道体形优化。
The spillway shape of Liangchahe Hydropower Station was optimized with k-ε two-equation turbulent model,transient PISO algorithm for solving pressure-velocity coupling,and VOF method for tracking the free surface,and the flow pattern,water depth along the way and bottom pressure distribution were obtained.The numerical simulation is consistent with physical model test.
出处
《水力发电》
北大核心
2010年第3期36-38,共3页
Water Power
关键词
溢洪道
体形优化
数值模拟
两岔河水电站
spillway
shape optimization
numerical simulation
Liangchahe Hydropower Station
