摘要
针对明渠交汇口流动特性应用深度平均H L紊流模型和污染物传输方程建立了明渠交汇口水流流动及污染物输移模型;采用有限体积法离散格式及交错网格上的水深-速度校正算法进行了数值计算并应用实测资料对数值模型进行了验证。计算结果与实测资料吻合较好,表明所提出的模型能较好的预测交汇口水流分离区及污染混合区形状及大小。
The modified depthaveraged HanjalicLaunder model for turbulent flow and pollutant transport equation are applied to establish the model for numerical simulation of flow field and pollutant transportation at the open channel junction.The governing equations are discretized on staggered grids by finite volume method and solved by the SIMPLE algorithm.Based on the method of water depthvelocity correction,the 'rigid lid'approximation is discarded.The validity of the model is verified by experimental data.The model can well describe the flow in recirculation zone and distribution of scalar quantity.
出处
《水利学报》
EI
CSCD
北大核心
2003年第8期43-48,共6页
Journal of Hydraulic Engineering
基金
国家自然科学基金资助项目(50079008)
关键词
明渠交汇口
污染物输移
分离区
H-L紊流模型
数值计算
水流
流动特性
junction of open channel
flow field
pollutant transportation
separation zone
numerical simulation
Hanjalic-Launder model for turbulent flow