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Computational Framework for EGS Fracture Stimulation

Pogacnik, J.; Leary, P.; Malin, P.

Key words
Enhanced/Engineered Geothermal Systems; finite element method; fully-coupled problems; permeability enhancement
Conference
Geothermal Resources Council Transactions
Year
2012
Session
HDR/EGS; Stress fields; Fluid dynamics; Injection; Fractures
Language
English

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Abstract

We are interested in simulating the shear strain damage that can be induced in an in situ poroperm medium stressed by overpressurization of a wellbore fluid such as might be conducted in interest of flow stimulation of an inter-wellbore EGS heat exchange volume. Our strain-damage simulation is performed in a 2D section of a fracture-heterogeneous poroperm medium characterized by (i) a normally-distributed fracture-density population organized into percolation pathways induced by spatial correlations at all scale lengths (consistent with generic well-log spatial fluctuation systematics), and (ii) long-tailed (‘lognormal’) permeability distributions ? associated with percolation pathways related to porosity distributions ? through the relation ? = ?0 exp(?(?-?0)), ? = ratio of standard deviations of log? and ? distributions (consistent with clastic reservoir well-core poroperm fluctuation systematics). The pressurized wellbore fluid creates shear strains in the fracture heterogeneous poroperm medium, putatively generating grain-scale fracture damage additional to the existing grain-scale fracture damage in the medium. Fluidpressure- induced grain-scale fracture damage can be seen as creating new fluid flow pathways (and higher overall permeability) via newly created grain-scale fracture-connectivity. This leads to greater fluid throughput in the EGS heat-exchange volume equivalent to incrementing the value of the fracture-connectivity parameter ?. Our computation proceeds through a fully coupled finite element analysis of the thermal, hydraulic, and mechanical (THM) energy scheme.

Copyright 2012, Geothermal Resources Council. Readers who download papers from this site should honour the copyright of the original authors, and may not copy or distribute the work further without the permission of the original publisher.

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