Abstract

A workflow is presented that integrates unmanned aerial vehicle (UAV) imagery with discrete fracture network (DFN) geometric characterization and quantification of fluid flow. The DFN analysis allows for reliable characterization and reproduction of the most relevant features of fracture networks, including: identification of orientation sets and their characteristics (mean orientation, dispersion, and prior probability); scale invariance in distributions of fracture length and spatial location/clustering; and the distribution of aperture values used to compute network-scale equivalent permeability. A two-dimensional DFN-generation approach honors field data by explicitly reproducing observed multi-scale fracture clustering using a multiplicative cascade process and power law distribution of fracture length. The influence of aperture on network-scale equivalent permeability is investigated using comparisons between a sublinear aperture-to-length relationship and constant aperture. To assess the applicability of the developed methodology, DFN flow simulations are calibrated to pumping test data. Results suggest that even at small scales, UAV surveys capture the essential geometrical properties required for fluid flow characterization. Both the constant and sublinear aperture scaling approaches provide good matches to the pumping test results with only minimal calibration, indicating that the reproduced networks sufficiently capture the geometric and connectivity properties characteristic of the granitic rocks at the study site. The sublinear aperture scaling case honors the directions of dominant fractures that play a critical role in connecting fracture clusters and provides a realistic representation of network permeability.

Highlights

  • Fluid flow and contaminant transport through fractured rocks are increasingly studied using discrete fracture network (DFN) models

  • This study investigates the use of unmanned aerial vehicle (UAV) to improve fracture network characterization and integrates these results into stochastic DFN simulations

  • The formation of interconnected networks is confirmed by pumping tests in the West African Craton (WAC) where rocks of granitic composition have little to no primary porosity and permeability

Read more

Summary

Introduction

Fluid flow and contaminant transport through fractured rocks are increasingly studied using discrete fracture network (DFN) models. The strength of the DFN approach lies in the explicit representation and inclusion of the geometrical properties of individual fractures which allows for a better understanding of fractures contribution to flow and transport (Smith and Schwartz 1984; Renshaw 1999; de Dreuzy et al 2001; Neuman 2005; Reeves et al 2008, 2013). Different techniques can be used to generate DFNs, most studies rely on fracture data collected from outcrops and/or boreholes and utilize stochastic methods to reproduce site-specific fracture attributes (Andersson and Dverstorp 1987; Patriarche et al 2007; Reeves et al 2014; Follin and Hartley 2014). Limitations of outcrop-exposurebased models and the complex three-dimensional (3D) nature of fractures make it impossible to fully characterize fracture networks (Neuman 2005; Reeves et al 2012)

Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call