摘要
本文针对宽浅型水域,对三维湍流时均方程组逐项进行深度平均,推导出包含自由水面和地形影响的深度平均流动控制方程组.本文还同时获得了深度平均形式的k-ε湍流模型方程组.因计入了水流的三维效应,该模型称为完全深度平均模型.考虑到天然水域几何边界复杂,本文运用较简便的方法,将上述模型方程组交换至正交坐标系下.所得控制方程组可以直接运用于对实际问题的数值模拟.
For shallow water flow,the depth-averagod governing equations are derived by depth-ayeraging of the mean cquations for three-dimensional turbulent flows.The influences of free water surface and toptography of river bed are taken into account.The depth-averaged squat ions of K-turbulence model are also obtained.Because it accounts for the three-dimensional effect,this model is named as the complete depth-averaged model.The boundaries of natural water bodies are usually curved. In this work,the derived equations in Cartesian coordinates.The obtained equations can be applieddirectly to numerical computation of practical problems.
出处
《应用数学和力学》
CSCD
北大核心
1996年第1期53-61,共9页
Applied Mathematics and Mechanics
关键词
湍流
数学模型
深度平均
正交坐标系
turbulent flow.mathematical model,depth-ayerage,general or thogonal coordinates