摘要
针对在非结构网格水流数值计算,将各变量储存在三角单元外心进行离散,从而避免了由于非结构网格的非正交性而使用各种校正方法所带来的校正误差。采用Rhie-Chow的动量插值思想推导出基于SIMPLE意义下的水位校正方程,并详细给出了水位校正方程的离散形式。动量方程采用数值性能优良的幂率格式。计算结果成功地模拟出丁坝上、下游涡的特征量及流场情况,与水槽试验的资料吻合良好。
The solution variables are stored at the triangular circumcenters based on unstructured meshes, which can avoid discretization errors made by all kinds of correction methods used in non-orthogonal meshes. Rhie-Chow' s momentum interpolation method is adopted here to derive water level correction equation based on the SIMPLE method and a detail discretization equation is showed. The momentum equation is discretized by the power law scheme which has good numerical property. The flow phenomenon and the measured results agree with the numerical results very much, and the characteristics volumes of the eddies of the upper and down reaches around apur dike are simulated successfully.
出处
《水科学进展》
EI
CAS
CSCD
北大核心
2007年第3期362-367,共6页
Advances in Water Science
基金
国家自然科学基金资助项目(5067901950009001)
国家重点实验室开放研究基金资助项目(2005406811)
江苏省社会科技计划资助项目(BS2006095)
江苏省908专项(JS-908-02-06)~~
关键词
非结构网格
有限体积法
SIMPLE算法
三角单元外心
丁坝绕流
Unstructured mesh
Finite volume method
SIMPLE algorithm
Triangular circumcenter
Spur dike recirculating