论文标题

全球随机步行求解器,用于完全耦合流量和饱和/不饱和多孔介质的运输(扩展版)

Global random walk solvers for fully coupled flow and transport in saturated/unsaturated porous media (extended version)

论文作者

Suciu, Nicolae, Illiano, Davide, Prechtel, Alexander, Radu, Florin A.

论文摘要

在本文中,我们提出了新的随机步行方法,以解决不饱和/饱和的多孔培养基中的流动和传输问题,包括土壤中的耦合流量和运输过程,通过随机水力传导率和充电场模拟的异质系统,在田间的过程和区域尺度。数值方案基于全局随机步行算法(GRW),该算法通过根据特定的随机步行规则在常规晶格上移动大量计算粒子来近似解决方案。为了应对理查兹方程和耦合系统的非线性和退化性,我们通过采用类似于在有限元/体积方法中开发的$ L $ -Scheme的线性化技术来实现GRW算法。由此产生的grw $ l $ -schemes会收敛于迭代次数,并提供数值解决方案,这些解决方案在时间上是一阶准确的,而在太空中则是二阶的。流量和运输GRW解决方案的显着特性是它们实际上没有数值扩散。通过与一维基准问题中的混合有限元和有限体积解决方案进行比较来验证GRW溶液。它们包括理查兹的方程式与对流扩散反应方程式完全结合,并捕获了从不饱和流向饱和流动状态的过渡。为了完整性,我们还考虑了饱和含水层的流量和传输模型问题。

In this article, we present new random walk methods to solve flow and transport problems in unsaturated/saturated porous media, including coupled flow and transport processes in soils, heterogeneous systems modeled through random hydraulic conductivity and recharge fields, processes at the field and regional scales. The numerical schemes are based on global random walk algorithms (GRW) which approximate the solution by moving large numbers of computational particles on regular lattices according to specific random walk rules. To cope with the nonlinearity and the degeneracy of the Richards equation and of the coupled system, we implemented the GRW algorithms by employing linearization techniques similar to the $L$-scheme developed in finite element/volume approaches. The resulting GRW $L$-schemes converge with the number of iterations and provide numerical solutions that are first-order accurate in time and second-order in space. A remarkable property of the flow and transport GRW solutions is that they are practically free of numerical diffusion. The GRW solutions are validated by comparisons with mixed finite element and finite volume solutions in one- and two-dimensional benchmark problems. They include Richards' equation fully coupled with the advection-diffusion-reaction equation and capture the transition from unsaturated to saturated flow regimes. For completeness, we also consider decoupled flow and transport model problems for saturated aquifers.

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