Journal
APPLIED ENERGY
Volume 337, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.apenergy.2023.120858
Keywords
Hot dry rock; Hydraulic fracturing; Water-cooling shock; Deterioration of rock mechanics parameters; Thermal -hydraulic -mechanical coupling
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Deep geothermal energy exploitation involves using an enhanced geothermal system (EGS) to extract heat from hot dry rock (HDR) through hydraulic fracturing technology. A thermal-hydraulic-mechanical coupling model is proposed to study the effects of water-cooling shock on fracture initiation and morphology in HDR hydraulic fracturing. The results show that water-cooling shock can significantly reduce fracture initiation pressure, induce more secondary fractures, and form complex fracture networks, with initial rock temperature and heat transfer coefficient affecting fracture morphology.
Deep geothermal energy exploitation is primarily accomplished using an enhanced geothermal system (EGS) to extract heat from hot dry rock (HDR). The use of hydraulic fracturing technology to build large-scale fracture networks is essential for improving the EGS heat extraction efficiency. Water-cooling shock on high-temperature rock degrades the mechanical properties of the rock while increasing the fracturing effect of HDR. A thermal--hydraulic-mechanical coupling model is proposed herein to investigate the effect of water-cooling shock on fracture initiation and morphology in HDR hydraulic fracturing. The validity of the coupling model is confirmed using theoretical analytical solutions and physical experimental results, such as hydraulic fracturing experiments on high-temperature granite, as well as analytical solutions for the stress shadow effect and fracture initiation pressure. The numerical simulation is performed using a coupling model to investigate the characteristics of fracture propagation and damage evolution during the HDR hydraulic fracturing process as well as to investigate the fracturing effect of water-cooling shock on high-temperature rock. Finally, the effects of initial rock tem-perature, in-situ stress, and heat transfer coefficient on fracture morphology are investigated. The results show that the combined effects of tensile strength deterioration water-cooling shock, thermal stress caused by cold shrinkage, and pore water pressure are primarily responsible for the initiation and propagation of hydraulic fractures. The water-cooling shock can considerably reduce the fracture initiation pressure, induce more sec-ondary fractures, and form more complex fracture networks. The initial temperature and heat transfer coefficient of the rock affect the thermal stress and tensile strength deterioration. The formation of an intricate fracture network can be aided by a high initial rock temperature, a large surface heat transfer coefficient, and small in-situ stress differences.
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