Two Nitsche-based mixed finite element discretizations for the seepage problem in Richards' equation

TL;DR

This paper introduces two Nitsche-based mixed finite element algorithms for accurately imposing nonlinear seepage boundary conditions in Richards' equation, enhancing groundwater flow modeling in complex geometries.

Contribution

It presents two novel algorithms inspired by unilateral contact problems, using penalization and hybridization techniques for better boundary condition enforcement.

Findings

Algorithms effectively handle nonlinear seepage conditions.

Numerical experiments confirm robustness in complex geometries.

Flow discretization preserves water mass.

Abstract

This paper proposes two algorithms to impose seepage boundary conditions in the context of Richards' equation for groundwater flows in unsaturated media. Seepage conditions are non-linear boundary conditions, that can be formulated as a set of unilateral constraints on both the pressure head and the water flux at the ground surface, together with a complementarity condition: these conditions in practice require switching between Neumann and Dirichlet boundary conditions on unknown portions on the boundary. Upon realizing the similarities of these conditions with unilateral contact problems in mechanics, we take inspiration from that literature to propose two approaches: the first method relies on a strongly consistent penalization term, whereas the second one is obtained by an hybridization approach, in which the value of the pressure on the surface is treated as a separate set of unknowns. The flow problem is discretized in mixed form with div-conforming elements so that the water mass is preserved. Numerical experiments show the validity of the proposed strategy in handling the seepage boundary conditions on geometries with increasing complexity.