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A Layer-integrated Approach For Shallow Water Free-surface Flow Computation

机译:浅水自由面流计算的分层集成方法

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A novel semi-three-dimensional (semi-3D) layer-integrated approach was proposed in this study for the shallow water free-surface flow computation. A quadratic shape function proposed to approximate the velocity distribution in the layer ensures the continuity of velocities and shear stresses at interfaces. To discretize the governing equations, the finite volume formulation with staggered grid is used. As the two-dimensional (2D) sub-model for locating the free surface is not needed in this approach, the computational time consumption has been dramatically reduced. The model was verified through the wind-induced circulation in a closed basin by comparing the velocity profiles to the analytical solution. The formation of the velocity profiles due to change of viscosity distribution and the evolution process of water surface slope were also investigated. Further, the eddy viscosity is estimated by a function related to discharge, water depth, and Manning's n under the assumption of parabolic distribution of longitudinal velocity along the vertical direction for open channel flows. Two designed hypothetical cases were conducted to examine the proposed eddy viscosity relation and to demonstrate the capabilities of the proposed model.
机译:本研究提出了一种新颖的半三维(semi-3D)层集成方法,用于浅水自由面流量的计算。提出的近似形状函数的二次形状函数可确保界面处速度和切应力的连续性。为了离散化控制方程,使用了交错网格的有限体积公式。由于在这种方法中不需要用于定位自由表面的二维(2D)子模型,因此大大减少了计算时间。通过将速度剖面与解析解进行比较,通过封闭盆地中的风致循环来验证该模型。还研究了由于粘度分布的变化而引起的速度剖面的形成以及水面坡度的演化过程。此外,在与明渠沿水流垂直方向的纵向速度呈抛物线状分布的假设下,通过与流量,水深和曼宁n相关的函数来估算涡流粘度。进行了两个设计的假设案例,以检查提出的涡流粘度关系并证明提出的模型的功能。

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