Research on the Application of Fracture Water

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Research on the Application of Fracture Water ( research-application-fracture-water )

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Energies 2022, 15, 6385 NNo mo matatettrewr whehtehtehretrhtehreorcokcmk masassws wasapsepneenteratrtaetdedbyboynoenoerotrwtwo forafrcatuctruerse,st,htehtetmempepreartautruere thtehecacsaeseofonf onofrafrcatuctruer,ea,satshteheneenregrygyininthteherorcokckwwasaesxetxratrcatectde,dt,htehetetmempepreartautruerearaoruonudnd thtehebobroerheohloeleobovbivoiuosulyslydrdorpopepded(F(iFgiugruere9b9)b. )W. Whehnenthtehefrafrcatuctruerewwataetrepr rpersesnetnetdedtotosuspu-p- FiFgiugruerse9s 9anadnd101,0r,ersepsepceticvtievlyel.yB. oBtohthFiFgiugruerse9s 9anadnd1010rerfelefcletcthtehetetmempepreartautruerefieflideldatathtehe mmididldeloefotfhtehtehtihrdirdhehaetaintigngpepreioridod(th(teh2e62t6hthmmonotnht)h. ). pipiepse(s1(1, 2, 2, 4, 4, 5, 5, 7, 7, a,nadnd88) w) wererheihgihgehretrhtahnanthtahtaotfotfhtehoetohtehreUr Upipiepse(sF(iFgiugruer9ea9)a. ). FrFormomFiFgiugruerse9s 9anadnd101,0t,htehetetmempepreartautruerseasraoruonudndthtehepepneenteratrtaintigngfrafrcatuctruerseosfotfhteheUU ininthtehaeraeraesacsloclsoesretrottohtehferafrcatuctruersews wasahsihgihgehretrhtahnanthtahtaftafrathrtehrearwawayayfrofrmomthtehferafrcatuctruerse.sI.nIn 10 of 13 3.5. Numerical Results and Discussion plpemlemenetnthtehehehaeta, t,htehetetmempepreartautruerededcerceraesaesearaoruonudndthtehebobroerheohloelewwasams mitiigtiagtaetded(F(iFgiugruere 9c9,dc,)d. )F.rFormomFiFgiugruer1e01,0t,htehheihgihghtetmempepreartautruerfeieflideldwwasadsrdargagegdedalaolnogngthtehdeidreirceticotinonofoffrafrca-c- The temperature field on the X-Y plane and the Y-Z plane of the rock mass without tutruerewwataetrefrloflwow. T.hTehemmitiigtiagtaintigngefefeffcetcotfotfhtehefrafrcatuctruerewwataetreornonthtehegrgoruonudndtetmempepreartautruere a fracture, with one horizontal fracture, and with two horizontal fractures are shown in Figures 9 and 10, respectively. Both Figures 9 and 10 reflect the temperature field at the wwasarsersetrsitcrtiectdedaraoruonudndthtehferafrcatuctruerse,sa,nadndit ihtahdadleslessisnifnlufleunecnecoenonthtehdeidstiastnatnltolcoactaiotinosn.s. middle of the third heating period (the 26th month). FiFgiugruer9e.9T.hTehtemtempepreartuatruerfeieflideldonotnhtehXe-XY-YplpanlaenaetaZt Z= −=4−74.57.m5 m(fr(afrcatuctruerpelpanlaen)ea)tatthteh2e62th6thmmonotnht:h: Figure 9. The temperature field on the X-Y plane at Z = −47.5 m (fracture plane) at the 26th month: (N(FN)Fn)ono-nfr-afrcatuctruerreorcokcmkmasas;ss(F;(1F)1r)orcokcmkmasasswsiwthithonoenheohroizroiznotnaltaflrafrcatuctruer;e(;F(2F)2r)orcokcmkmasasswsiwthitthwtowo (NF) non-fracture rock mass; (F1) rock mass with one horizontal fracture; (F2) rock mass with two hohroizroiznotnaltaflrafrcatuctruerse. s. horizontal fractures. 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. From Figures 9 and 10, the temperatures around the penetrating fractures of the U pipes(⃝1 ,⃝2 ,⃝4 ,⃝5 ,⃝7 ,and⃝8 )werehigherthanthatoftheotherUpipes(Figure9a).No matter whether the rock mass was penetrated by one or two fractures, the temperature in the areas closer to the fractures was higher than that farther away from the fractures. In the case of no fracture, as the energy in the rock was extracted, the temperature around the borehole obviously dropped (Figure 9b). When the fracture water presented to supplement the heat, the temperature decrease around the borehole was mitigated (Figure 9c,d). From Figure 10, the high temperature field was dragged along the direction of fracture water

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