Abstract

Abstract. As part of the In-situ Stimulation and Circulation (ISC) experiment, hydraulic fracturing (HF) tests were conducted in a moderately fractured crystalline rock mass at the Grimsel Test Site (GTS), Switzerland. The aim of these injection tests was to improve our understanding of processes associated with high-pressure fluid injection. A total of six HF experiments were performed in two inclined boreholes; the surrounding rock mass was accessed with 12 observation boreholes, which allows for the high-resolution monitoring of fracture fluid pressure, strain, and microseismicity in an exceptionally well-characterized rock mass. A similar injection protocol was used for all six experiments to investigate the complexity of the fracture propagation processes. At the borehole scale, these processes involved newly created tensile fractures intersecting the injection interval, while at the cross-hole scale, the natural network of fractures dominated the propagation process. The six HF experiments can be divided into two groups based on their injection location (i.e., south or north to a brittle–ductile shear zone), their similarity of injection pressures, and their response to deformation and pressure propagation. The injection tests performed in the south connect upon propagation to the brittle–ductile shear zone. Thus, the shear zone acts as a dominant drain and a constant pressure boundary. The experiments executed north of the shear zone show smaller injection pressures and larger backflow during bleed-off phases. From a seismic perspective, the injection tests show high variability in seismic response independently of the location of injection. For two injection experiments, we observe reorientation of the seismic cloud as the fracture propagated away from the wellbore. In both cases, the main propagation direction is normal to the minimum principal stress direction. The reorientation during propagation is interpreted to be related to a strong stress heterogeneity and the intersection of natural fractures striking differently than the propagating hydraulic fracture. The seismic activity was limited to about 10 m of radial distance from the injection point. In contrast, strain and pressure signals reach further into the rock mass, indicating that the process zone around the injection point is larger than the zone illuminated by seismic signals. Furthermore, strain signals indicate not just single fracture openings but also the propagation of multiple fractures. Transmissivities of injection intervals increase about 2–4 orders of magnitudes.

Highlights

  • Hydraulic fracturing (HF) is a technology based on the initiation and propagation of tensile cracks in rock from a wellbore using high-pressure fluid injections

  • – Based on the characterization tests conducted, the fractured zone between and along the two S3 metabasic dykes provides the most conductive, natural flow pathways between the two injection boreholes. This observation agrees well with the existence of two different fracture systems in the S3 shear zone: (i) one set following the main NE–SW alpine foliation orientation and (ii) one set abutting the two S3 dykes at high angles, which we identified as the alpine tension gashes commonly mapped between dyke swarms throughout the Grimsel Test Site (Fig. 2a, right)

  • We find that the minifracs executed in SBH1 and SBH3, i.e., away from the shear zone, have larger breakdown pressures and instantaneous shut-in pressure (ISIP) than the experiments performed in SBH4, INJ1, and INJ2 that are closer to the S1 and S3 shear zones

Read more

Summary

Introduction

Hydraulic fracturing (HF) is a technology based on the initiation and propagation of tensile cracks in rock from a wellbore using high-pressure fluid injections. Massive hydraulic fracturing technology is often used in the oil and gas industry (Economides and Nolte, 2000) and in applications in the context of enhanced geothermal projects (Brown et al, 2012). N. Dutler et al.: Hydraulic fracture propagation in a heterogeneous stress field tioning of ore bodies with low fracture density (e.g., to induced block caving; Jeffrey et al, 2013; van As and Jeffrey, 2000) and various applied industrial projects, for which a detailed understanding of the stress state is needed (e.g., to optimize the design of an underground facility or pressure tunnels in hydropower; Haimson and Cornet, 2003; Hubbert and Willis, 1957). Fluid-driven fracturing occurs naturally, for instance in kilometer-long dykes that transfer magma from deep underground chambers to the Earth’s surface or as sills between two older horizontal layers (Lister and Kerr, 1991; Rubin, 1995; Spence and Sharp, 1985)

Methods
Findings
Discussion
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