Power-averaging method to characterize and upscale permeability in DFNs
Abstract
In a lot of geological environments, permeability is dominated by the existence of fractures and by
their degree of interconnections. Models have shown that flow properties depends mainly on the
statistical properties of the fracture population (length, apertures, orientation) and of intersections,
on the topological properties of the network, as well as on some detailed properties within fracture
planes. None of them can be a priori discarded as fracture networks are potentially close to some
percolation threshold. Still, most of the details of the fracture and network structures are strongly
homogenized by the inherent diffusive nature of flows. It should thus be possible to upscale
permeability on the basis of a limited number of descriptors.
Based on an extensive analysis of 2D and 3D Discrete Fracture Networks (DFNs) as well as on
reference connectivity structures, we investigate the relation between the local fracture structures
and the effective permeability. On the one hand, poor connectivity, small intersections, and
fracture closures act as bottlenecks and obstacles limit permeability. If these patterns controlled
the flow, permeability would derive from an ensemble of fracture in series dominated by its
weakest element. Effective permeability could then be approached by the harmonic mean of the
local permeabilities. On the other hand, extended fractures, locally higher fracture densities, and
preferential orthogonal fracture orientations enhance permeability. If these patterns controlled the
flow, all fractures would contribute to flow equally, and effective permeability would tend to the
arithmetic mean of the local permeabilities.
Defined as the relative weight between the two extreme harmonic and arithmetic means, the
power-law averaging exponent provids a compact way of comparing fracture network hydraulics.
It may further lead to some comprehensive upscaling rules. To this end, we determine
numerically the power-law averaging exponent for a wide range of 2D and 3D DFNs [de Dreuzy
et al., 2012; de Dreuzy et al., 2001] and compare them to reference connectivity structures and
permeability fields [de Dreuzy et al., 2010]. Permeability is not only determined by global
connectivity but also by more local effects. We measure them by defining a local connectivity
index equal to the number of fracture connections at some reference local scale. Knowledge of
the relative importance of local vs. global effects should help optimizing characterization
strategies.