Research on the Application of Fracture Water

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Energies 2022, 15, x FOR PEER REVIEW 12 of 15 Energies 2022, 15, 6385 11 of 13 Figure 10. The temperature field in the Y-Z plane at X = 20 m at the 26th month: (NF) rock mass without cracks; (F1) one horizontal crack; (F2) two horizontal fractures. flow. The mitigating effect of the fracture water on the ground temperature was restricted around the fractures, and it had less influence on the distant locations. The inertia of the rock mass in maintaining its original temperature indicates its ther- The inertia of the rock mass in maintaining its original temperature indicates its mal recovery ability after the heating period operation of the heat pump. Figure 11 reflects thermal recovery ability after the heating period operation of the heat pump. Figure 11 the temperature field on the Y-Z plane of the rock mass during the 35th month of the reflects the temperature field on the Y-Z plane of the rock mass during the 35th month of simulation (the end of the third shutdown period in the cycle). The temperature of the the simulation (the end of the third shutdown period in the cycle). The temperature of the rock mass around the fractures was higher than other areas due to the supplementary heat rock mass around the fractures was higher than other areas due to the supplementary heat continuously brought by the fracture water. The energy carried by the fracture flow into continuously brought by the fracture water. The energy carried by the fracture flow into the rock mass significantly enhanced the thermal recovery ability in the rock mass. the rock mass significantly enhanced the thermal recovery ability in the rock mass. Figure 11. The temperature field in the Y-Z plane at X = 20 m at the 35th month: (F1) one horizontal Figure 11. The temperature field in the Y-Z plane at X = 20 m at the 35th month: (F1) one horizontal fracture; (F2) two horizontal fractures. fracture; (F2) two horizontal fractures. Figure 12 further demonstrates the continuous curve of the mean temperature of the Figure 12 further demonstrates the continuous curve of the mean temperature of the rock mass throughout the operation and shutdown periods. During the heating operation rock mass throughout the operation and shutdown periods. During the heating operation (0–4 month), the decrease in the ground temperature in the rock mass with fractures was (0–4 month), the decrease in the ground temperature in the rock mass with fractures was gentler than that of the rock without a fracture. The rock mass with two horizontal fractures Energies 2022, 15, x FOR PEER REVIEgWentler than that of the rock without a fracture. The rock mass with two h1o3roifzo15ntal frac- (F2) had the smallest temperature fluctuation, while the rock mass without a fracture (NF) tures (F2) had the smallest temperature fluctuation, while the rock mass without a fracture heat supple oportional to the cubic 289.5 had a weaker ability in the shutdown period. (NF) had a weaker ability in the shutdown period. In29g0e.0neral, convective heat transfer enhanced the heat transfer of the U pipes, and the mentation brought operation re width, significa e rock could only with the surround by the flowing water, which was pr ntly enshaunt cdeodwtnhe thermal recovFe1ry a recover its temperature by hFe2at c ing formation. NF of the fractu bility. To compare, the non-fractur onduction through its boundaries 289.0 288.5 288.0 287.5 287.0 286.5 286.0 285.5 0 2 4 6 8 10 12 Time (month) Figure 12. Mean temperature of the rock mass in one operation–shutdown circle. NF is the non- Figure 12. Mean temperature of the rock mass in one operation–shutdown circle. NF is the non- fracture case, F1 is the one horizontal fracture case, and F2 is the two horizontal fractures case. fracture case, F1 is the one horizontal fracture case, and F2 is the two horizontal fractures case. Mean temperature of rock mass (K)

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