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自适应四叉树网格下的N-S方程数值求解模型
引用本文:黄筱云,李绍武.自适应四叉树网格下的N-S方程数值求解模型[J].天津大学学报(自然科学与工程技术版),2013(1):58-66.
作者姓名:黄筱云  李绍武
作者单位:天津大学水利工程仿真与安全国家重点实验室;长沙理工大学水利工程学院;长沙理工大学水沙科学与水灾害防治湖南省重点实验室
基金项目:国家自然科学基金创新研究群体科学基金资助项目(51021004),国家自然科学基金青年基金资助项目(51109018);天津大学水利工程仿真与安全国家重点实验室开放基金资助项目;水沙科学与水灾害防治湖南省重点实验室开放基金资助项目(2011SS08);港口、海岸及近海工程湖南省重点学科基金资助项目(20110815001)
摘    要:提出了一种自适应四叉树网格下的N-S方程数值求解模型.网格能够根据涡度值大小进行自动加密或合并,以达到在不显著增加计算量的前提下,提高重点区域分辨率的目的.模型中采用了无条件稳定的MacCormack格式计算对流项,采用修正的中心差分格式离散压力泊松方程,并提出了在树型网格下黏性项的变通离散格式.通过算例证明,利用新模型所得到的压力泊松方程的数值解具有二阶精度,速度解的精度超过一阶.计算得到的方腔流中轴线上速度分布与Ghia计算结果一致,圆柱绕流中拖曳力系数和升力系数与实测结果一致.方腔流算例还表明,在相同分辨率情况下采用自适应网格计算时间可减少近一半.

关 键 词:自适应  四叉树网格  N-S方程  方腔流  圆柱绕流

Numerical N-S Equation Solver Based on Adaptive Quadtree Mesh
Huang Xiaoyun,Li Shaowu.Numerical N-S Equation Solver Based on Adaptive Quadtree Mesh[J].Journal of Tianjin University(Science and Technology),2013(1):58-66.
Authors:Huang Xiaoyun  Li Shaowu
Institution:1(1.State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300072,China;2.School of Hydraulic Engineering,Changsha University of Science and Technology,Changsha 410114,China;3.Key Laboratory of Water-Sediment Science and Water Disaster Prevention of Hunan Province,Changsha University of Science and Technology,Changsha 410114,China)
Abstract:A numerical N-S equation solver is presented based on the adaptive quadtree mesh, in which the grid size can be automatically adjusted according to the value of vorticity. In this way, the grid resolution of the interested area can be enhanced without significant increase of the computational time. An unconditionally stable MacCormack nu- merical scheme is adopted in the model for the advection term and a modified central difference scheme is introduced for the discretization of the Poisson equation. A modified difference scheme is proposed for the viscous term in quad- tree mesh frame. The computational results indicate that the numerical solution of the Poisson equation in the model is of second-order accuracy, and the numerical solution of velocity is beyond first-order accuracy. The velocity profile along the central axes in the example of the driven cavity flow agrees with that by Ghia. The drag coefficient and the lift coefficient in the example of flow over a circular cylinder are consistent with those of the experiment. The example of the driven cavity flow also shows that the computational time is effectively reduced by half with the adaptive mesh technique.
Keywords:adaptive  quadtree mesh  N-S equation  driven cavity flow  flow over a circular cylinder
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