Article ID Journal Published Year Pages File Type
5763782 Advances in Water Resources 2017 13 Pages PDF
Abstract

•A fully-implicit cell-centered finite-volume (CCFV) framework is presented.•A novel multislope MUSCL method is proposed to build the values at edge centroids.•Optimal second order accuracy can be achieved without sacrificing robustness.•An improved smooth flux-limiter is developed to ensure monotonicity.

The first-order methods commonly employed in reservoir simulation for computing the convective fluxes introduce excessive numerical diffusion leading to severe smoothing of displacement fronts. We present a fully-implicit cell-centered finite-volume (CCFV) framework that can achieve second-order spatial accuracy on smooth solutions, while at the same time maintain robustness and nonlinear convergence performance.A novel multislope MUSCL method is proposed to construct the required values at edge centroids in a straightforward and effective way by taking advantage of the triangular mesh geometry. In contrast to the monoslope methods in which a unique limited gradient is used, the multislope concept constructs specific scalar slopes for the interpolations on each edge of a given element. Through the edge centroids, the numerical diffusion caused by mesh skewness is reduced, and optimal second order accuracy can be achieved. Moreover, an improved smooth flux-limiter is introduced to ensure monotonicity on non-uniform meshes. The flux-limiter provides high accuracy without degrading nonlinear convergence performance.The CCFV framework is adapted to accommodate a lower-dimensional discrete fracture-matrix (DFM) model. Several numerical tests with discrete fractured system are carried out to demonstrate the efficiency and robustness of the numerical model.

Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Earth-Surface Processes
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