The Richards equation is commonly used to model the flow of water and air through soil, and it serves as a gateway equation for multiphase flows through porous media. It is a nonlinear advection-reaction-diffusion equation that exhibits both parabolic-hyperbolic and parabolic-elliptic kinds of degeneracies. In this study, we provide reliable, fully computable, and locally space-time efficient a posteriori error bounds for numerical approximations of the fully degenerate Richards equation. For showing global reliability, a nonlocal-in-time error estimate is derived individually for the time-integrated $H^1(H^{-1})$, $L^2(L^2)$, and the $L^2(H^1)$ errors. A maximum principle and a degeneracy estimator are employed for the last one. Global and local space-time efficiency error bounds are then obtained in a standard $H^1(H^{-1})\cap L^2(H^1)$ norm. The reliability and efficiency norms employed coincide when there is no nonlinearity. Moreover, error contributors such as flux nonconformity, time discretization, quadrature, linearization, and data oscillation are identified and separated. The estimates are also valid in a setting where iterative linearization with inexact solvers is considered. Numerical tests are conducted for nondegenerate and degenerate cases having exact solutions, as well as for a realistic case. It is shown that the estimators correctly identify the errors up to a factor of the order of unity.
翻译:理查方程式通常用于模拟水和空气在土壤中的流量, 并用作多相流的网关方程式。 它是一个非线性对流- 反反应- 扩散方程式, 显示抛光- 超偏向和 抛光- 椭圆- 椭圆变异。 在这项研究中, 我们为完全退化的理查方方程式的数值近似值提供了可靠、 完全可计算和本地空间- 时间高效的事后误差。 为了显示全球的可靠性, 单独为时间整合的 $H1 (H ⁇ -1}) 单独得出非本地时间误差估计值。 这是一个非线性对流的错误估计值, $L2 (L) 2) 美元, 以及 $L2(H) 1) 美元 和 $( parblicol- lipple- lipplical) 等值错误估计值。 在不直径直径直线性测试中, 以直径直径直线性测试为直径直径直径直径直径解的计算值, 也显示不直径直径直径直线性数据。