Abstract

An important technical issue in the enhanced geothermal system (EGS) is the process of fracture shear and dilation, fracture network propagation and induced seismicity. EGS development requires an ability to reliably predict the fracture network’s permeability evolution. Laboratory and field studies such as EGS Collab and Utah FORGE, and modeling simulations provide valuable lessons for successful commercial EGS design. In this work we present a modeling analysis of EGS Collab Testbed Experiment 1 (May 24, Stim-II ≅ 164 Notch) and interpret the stimulation results in relation to the creation of a fracture network. In doing so, we use an improved 3D discrete fracture network model coupled with a 3D thermo-poroelastic finite element model (FEM) which can consider fracture network evolution and induced seismicity. A dual-scale semi-deterministic fracture network is generated by combining data from image logs, foliations/micro-fractures, and core. The natural fracture properties (e.g., length and asperity) follow a stochastic distribution. The fracture network propagation under injection is considered by an ultrafast analytical approach. This coupled method allows for multiple seismic events to occur on and around a natural fracture. The uncertainties of seismic event clouds are better constrained using the energy conservation law. Numerical simulations show that the simulated fracture pressure profiles reasonably follow the trend observed in the field test. The simulations support the concept that a natural fracture was propagated from the injection well connecting with the production well via intersection and coalescence with other natural fractures consistent with plausible flow paths observed on the field. The fracture propagation profiles from numerical modeling generally match the field observation. The distribution of simulated micro-seismicity have good agreement with the field-observed data.

Highlights

  • Published: 15 January 2021The enhanced geothermal system (EGS) Collab Project has been launched by U.S Department of Energy, GeothermalTechnologies Office (DOE-GTO) to enhance the understanding of rock mass response to stimulation

  • We use an improved 3D discrete fracture network model coupled with a 3D thermo-poroelastic finite element model (FEM) which can consider fracture network evolution and induced seismicity

  • The simulations support the concept that a natural fracture was propagated from the injection well connecting with the production well via intersection and coalescence with other natural fractures consistent with plausible flow paths observed on the field

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Summary

Introduction

The EGS Collab Project has been launched by U.S Department of Energy, Geothermal. The focus of the EGS Collab Project is to control the permeability enhancement under in-situ stress conditions and heterogeneous rock mass properties on a decameterscale reservoir. The EGS Collab Testbed Experiment 1 consists of eight HQdiameter holes (the hole diameter is 96 mm and the core diameter is 63.5 mm) with approximately equal lengths (about 61.0 m, Figure 1b). Are monitoring wells, while other two holes (E1-I and E1-P) are an injection well and production well, respectably. Six radial notches (~8.89 mm radially from the hole) were created along the injection well E1-I as marked in Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. E1-OT and E1-OB were intended to be intersected by the potential hydraulic fracture to be created in the experiment.

Geological
Site Description
Natural Fracture Network
Natural
Fracture Propagation
Induced Seismicity
Simulation and Interpretation of EGS Collab Testbed Experiment 1
Injection profiles and induced
Initiation of a Hydraulic Fracture or Opening of Natural Fractures
11. Fracture and matrix pressure at different times:
12. The results from numerical simulation:
Findings
25 MPa for
Full Text
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