浅水自由表面流计算的分层集成方法

M. Hung, T. Hsieh, T. Tsai, Jinn‐Chuang Yang
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引用次数: 1

摘要

本文提出了一种新的浅水自由水面流计算的半三维(半三维)分层集成方法。提出了一种近似层内速度分布的二次形函数,保证了界面处速度和剪应力的连续性。为了使控制方程离散化,采用了交错网格的有限体积公式。由于该方法不需要二维子模型来定位自由曲面,因此大大减少了计算时间。通过封闭盆地风致环流试验,将风速剖面与解析解进行对比,验证了模型的正确性。研究了黏度分布变化导致的速度剖面的形成以及水面坡度的演化过程。此外,在明渠水流纵向速度沿垂直方向呈抛物线分布的假设下,通过与流量、水深和Manning’s n相关的函数来估计涡动粘度。设计了两个假设的案例来检验所提出的涡流粘度关系,并证明所提出的模型的能力。版权所有©2007 John Wiley & Sons, Ltd
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A layer‐integrated approach for shallow water free‐surface flow computation
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. Copyright © 2007 John Wiley & Sons, Ltd.
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