摘要
Richards方程在非饱和渗流模拟及其他相关领域应用广泛。在数值求解过程中,可以采用有限差分方法进行数值离散并迭代求解,为了获得较可靠的数值解,常规的均匀网格空间步长往往是较小的。在一些不利数值条件下,如入渗于干燥土壤,迭代计算费时甚至精度也不能得到很好改善。因此,文章提出Chebyshev空间网格改进方法,结合有限差分方法对Richards方程进行数值离散以获得线性方程组,并通过经典的Picard迭代方法进行迭代求解线性方程组以得到Richards方程的数值解。通过均质土和分层土2个不利情况下的非饱和渗流算例,又结合模型解析解和软件Hydrus-1D,对比研究了改进网格方法与均匀网格方法获得数值解的精度。结果表明,提出的Chebyshev网格方法相较于传统的均匀网格,可以在较少的节点数下获得较高的数值精度,又具有较小的计算开销,有较好的应用前景。
The Richards’equation is widely used in the simulation of unsaturated flow and related fields.In the numerical solution process,the finite difference method can be used to carry out numerical discretization and iterative calculation.However,in order to obtain a more reliable numerical solution,the space step size of a conventional uniform grid is often small.For some unfavorable numerical conditions,such as infiltration into dry soil,iterative calculation is time-consuming and even the accuracy cannot be improved very well.Therefore,an improved method is proposed by using the Chebyshev space grid,which combines the finite difference method to numerically discretize the Richards’equation to obtain linear equations.Then the classic Picard iterative method is used to iteratively solve the linear equations to obtain the numerical solutions of the Richards’equations.Through two examples of unsaturated flow under unfavorable conditions for homogeneous soil and layered soil,combined with the analytical solution of the model and the software Hydrus-1D,the accuracy of the numerical solution obtained by the improved grid method and the uniform grid method is compared and examined.The results show that the proposed Chebyshev grid method can obtain higher numerical accuracy with a smaller number of nodes than the traditional uniform grid,and the computational cost is smaller.This method has a good application prospect.
作者
朱帅润
何博
吴礼舟
李绍红
卿毅伟
ZHU Shuairun;HE Bo;WU Lizhou;LI Shaohong;QING Yiwei(Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China;State Key Laboratory of Mountain Bridge and Tunnel Engineering,Chongqing Jiaotong University,Chongqing 400074,China;College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu,Sichuan610059,China)
出处
《水文地质工程地质》
CAS
CSCD
北大核心
2023年第1期32-40,共9页
Hydrogeology & Engineering Geology
基金
国家自然科学基金项目(41790432,42277183)
国家重点研发计划项目(2018YFC1504702)。