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We consider single-phase flow in a fractured porous medium governed by Darcy’s law with spatially varying hydraulic conductivity matrices in both bulk and fractures. The width-to-length ratio of a fracture is of the order of a small parameter and the ratio of the characteristic hydraulic conductivities in the fracture and bulk domains is assumed to scale with for a parameter . The fracture geometry is parameterized by aperture functions on a submanifold of codimension one. Given a fracture, we derive the limit models as . Depending on the value of , we obtain five different limit models as , for which we present rigorous convergence results.

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