带自由表面水流与离散颗粒耦合模型研究  

Study of numerical model coupling of hydrodynamic CFD-DEM simulation

作　　者：车海鸥 王凯[1] 张景新[1,2,3] 

机构地区：[1]上海交通大学船舶海洋与建筑工程学院,上海200240 [2]河口海岸交通行业重点实验室,上海201201 [3]上海交通大学水动力学教育部重点实验室,上海200240

出　　处：《计算力学学报》2016年第5期747-752,共6页Chinese Journal of Computational Mechanics

基　　金：国家自然科学基金(11572196;BC0100133);国家973计划(2014CB046200);水利部公益性行业科研专项经费(201401027);河口海岸交通行业重点实验室开放课题(KLECE201303)资助项目

摘　　要：基于考察泥沙运动的细观行为特征,采用离散单元法(DEM)模拟泥沙颗粒运动,结合带自由表面的水动力学计算模型,建立了CFD-DEM耦合数值模型。计算程序开发基于Fortran语言来实现。耦合模型中实现了硬球模型和软球模型两种颗粒碰撞模型,应用范围较广。作为自由表面水流与泥沙颗粒流数值模型的初步研究,在模型建立的基础上,对模型做了基本的验证。分别通过单颗粒静水沉降和混合颗粒群分选两个计算工况,验证了模型的正确性及模拟精度。该耦合模型可进一步丰富带自由表面水流条件下泥沙运动的研究手段。In order to investigate the sediment transportation by means of numerical simulating particles＇ motion,a numerical model coupling of CFD and DEM is established in this paper.The codes in-house is based on Fortran.There are two types of particle collision modes established in the present numerical model,i.e.the rigid particle mode and the soft particle mode.To verify the numerical model,two study cases were carried out.One is about the free falling motion of a single spherical particle in the still water,and the another one is about the motion of well mixed particles with different density initially in the still water.With the well validation,the present numerical model is confirmed to be feasible in the research of sediment motion with the mesosopic view.

关 键 词：离散单元法 计算流体动力学 颗粒碰撞 泥沙运动 

分 类 号：O352[理学—流体力学]