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机构地区:[1]清华大学
出 处:《应用数学和力学》1996年第1期53-61,共9页Applied Mathematics and Mechanics
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.
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