摘要
文章将光滑粒子流体动力学(SPH)法应用于浅水方程,针对传统SPH法中存在的边界缺陷问题,引入了一种处理边界条件的方法,即虚粒子法,对一维溃坝问题进行模拟,并将所得结果与用有限差分法等数值方法得到的结果相比较,结果表明SPH法能够捕捉到水坝崩溃后的激波现象,并且所得图像较为平滑,在间断处也较为锐利。
The smoothed particle hydrodynamics(SPH) method is applied to solving the shallow water equation of the one-dimensional dam-break problem. To remedy deficiency of the SPH method in dealing with boundary conditions, the virtual particle method is introduced for processing boundary conditions. Compared with the results in related literature by othcr methods, the curve obtained by the SPH method is sharper in the discontinuous place and smoother in other piaces, which shows that the SPH method can capture the shock wave well and is accurate.
出处
《合肥工业大学学报(自然科学版)》
CAS
CSCD
北大核心
2007年第7期888-891,共4页
Journal of Hefei University of Technology:Natural Science
基金
安徽省高等学校自然科学研究资助项目(2006kj028b)
关键词
光滑粒子流体动力学法
浅水方程
光滑核函数
人工粘度
边界缺陷
smoothed particle hydrodynamics method
shallow water equation
smoothing kernel function
artificial viscosity
boundary deficiency