A 2D parallel algorithm using MPICH for calculation of ground water flux at evaporation from water table

M. Hussain, A. Kavokin
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引用次数: 9

Abstract

This paper discusses the calculation of distribution of hydraulic head H (x, y), [m] in flux of ground water, which is described by the known steady state groundwater flow equation with nonlinear boundary condition at unknown surface boundary. A special iterative algorithm for a numerical solution of the finite-difference approximation of the above-stated problem using known Richardson's over-relaxation method has been developed. The algorithm for parallel calculation is developed using message passing interface (MPI) for two dimensional case. It has been shown by calculation that above insertion with small coefficient of filtration, a local depression of water surface has been formed. This is the area without outflow of ground water. It may substantially cause the growth of soil salinization above surface of that depression due to evaporation of ground water, as dissolved salt stays in soil layer. Dependencies of the process on evaporation rate and depth of insertion are also discussed. An approximate 58% efficiency in time was obtained using four processes in cluster using message passing interface.
利用MPICH计算地下水位蒸发时地下水通量的二维并行算法
本文讨论了水头H (x, y), [m]在地下水流通量中的分布计算,用未知地表边界下具有非线性边界条件的已知稳态地下水流方程来描述。本文提出了一种特殊的迭代算法,利用已知的Richardson过松弛法求解上述问题的有限差分近似的数值解。针对二维情况,采用消息传递接口(message passing interface, MPI)开发了并行计算算法。计算表明,在过滤系数较小的情况下,上述插入会使水面形成局部凹陷。这是没有地下水流出的地区。由于地下水的蒸发,溶解的盐滞留在土层中,这可能在很大程度上导致该洼地地表以上土壤盐碱化的增长。讨论了蒸发速率和插入深度对过程的影响。采用消息传递接口在集群中使用4个进程,时间效率约为58%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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