(1. College of Mining Engineering,Taiyuan University of Technology,Taiyuan,Shanxi 030024,China;2. Key Laboratory of In-situ Property-improving Mining of Ministry of Education,Taiyuan University of Technology,Taiyuan,Shanxi 030024,China)
Abstract:In the process of utilizing water injection heat exchange for the geothermal development of high-temperature rock mass,the surrounding high-temperature rock mass of the convective channel in the heat exchange will experience repeated cycles of cooling and heating. Under the cyclic temperature effect,the deformation of the fracture wall surface,fracture flow,and heat transfer characteristics of the high-temperature rock mass will be affected to a certain extent. To reveal the granite fracture seepage characteristics and forced convection heat transfer law in this complex process,the water seepage and heat transfer experiments were carried out in the laboratory under the cyclic cooling-heating process(300 ℃→250 ℃→200 ℃→150 ℃→300 ℃). The results showed that:(1) the injection of low-temperature water could induce damage and fracture of the high-temperature granite fracture surface. The roughness coefficient JRC of the fracture surface changed from the initial 14.51 to 21.03 after the cyclic process,and the maximum height difference ξ of the fracture surface profile increased from 2.2 mm to 3.21 mm. The flow-conducting fracture of the high-temperature rock mass became more tortuous and the roughness increased with the temperature change. (2) When the rock temperature decreased from 300 ℃ to 150 ℃,the fracture permeability decreased exponentially from the initial 1.63 Darcy to 0.53 Darcy. However,when the rock temperature increased from 150 ℃ to 300 ℃,the fracture closed due to the thermal expansion of the rock matrix,and the permeability further decreased. With the increase of the cooling-heating cycles,the overall fracture permeability fluctuated to a certain extent,eventually leading to a significant decrease in permeability. (3) A higher initial rock temperature and an increase in the injection water pressure for heat exchange were beneficial to the forced convection heat exchange effect of the high-temperature granite fracture. However,with the increase of the cooling-heating cycles,the effect of convection heat exchange weakened. This study has certain guiding significance and value for the efficient development of geothermal resources in the high-temperature rock mass and the control technology of convection heat exchange.
黄长松1,2,梁卫国1,2,陈跃都2,廖 涛1,2. 循环高温作用下花岗岩裂缝渗流–传热特性试验研究[J]. 岩石力学与工程学报, 2023, 42(9): 2253-2265.
HUANG Changsong1,2,LIANG Weiguo1,2,CHEN Yuedu2,LIAO Tao1,2. Experimental study on seepage and heat transfer characteristics of single fracture granite under high-temperature cycle conditions. , 2023, 42(9): 2253-2265.
[1] LUND J W,TOTH A N. Direct utilization of geothermal energy 2020 worldwide review[J]. Geothermics,2021,90:101915.
[2] 多 吉. 典型高温地热系统——羊八井热田基本特征[J]. 中国工程科学,2003,5(1):42–47.(DUO Ji. The basic characteristics of the Yangbajing geothermal field:A typical high temperature geothermal system[J]. Engineering Science,2003,5(1):42–47.(in Chinese))
[3] 亢方超,唐春安,李迎春,等. 增强地热系统研究现状:挑战与机遇[J]. 工程科学学报,2022,44(10):1 767–1 777.(KANG Fangchao,TANG Chun?an,LI Yingchun,et al. Challenges and opportunities of enhanced geothermal systems:A review[J]. Journal of Engineering Science,2022,44(10):1 767–1 777.(in Chinese))
[4] 李德威,王焰新. 干热岩地热能研究与开发的若干重大问题[J]. 地球科学,2015,40(11):1 858–1 869.(LI Dewei,WANG Yanxin. Major issues of research and development of hot dry rock geothermal energy[J]. Earth Science,2015,40(11):1 858–1 869.(in Chinese))
[5] 许天福,袁益龙,姜振蛟,等. 干热岩资源和增强型地热工程:国际经验和我国展望[J]. 吉林大学学报:地球科学版,2016,46(4):1 139–1 152.(XU Tianfu,YUAN Yilong,JIANG Zhenjiao,et al. Hot dry rock and enhanced geothermal engineering:International experience and china prospect[J]. Journal of Jilin University:Earth Science,2016,46(4):1 139–1 152.(in Chinese))
[6] YASUHARA H,KINOSHITA N,OHFUJI H,et al. Temporal alteration of fracture permeability in granite under hydrothermal conditions and its interpretation by coupled chemo-mechanical model[J]. Applied Geochemistry,2011,26(12):2 074–2 088.
[7] KAMALI-ASL A,GHAZANFARI E,PERDRIAL N,et al. experi-mental study of fracture response in granite specimens subjected to hydrothermal conditions relevant for enhanced geothermal systems[J]. Geothermics,2018,72:205–224.
[8] 靳佩桦,胡耀青,邵继喜,等. 急剧冷却后花岗岩物理力学及渗透性质试验研究[J]. 岩石力学与工程学报,2018,37(11):2 556–2 564. (JIN Peihua,HU Yaoqing,SHAO Jixi,et al. Experimental study on physico-mechanical and transport properties of granite subjected to rapid cooling[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(11):2 556–2 564.(in Chinese))
[9] FENG Z,ZHAO Y,ZHANG Y,et al. Real-time permeability evolution of thermally cracked granite at triaxial stresses[J]. Applied Thermal Engineering,2018,133:194–200.
[10] 赵 坚. 岩石裂隙中的水流–岩石热传导[J]. 岩石力学与工程学报,1999,18(2):119–123.(ZHAO Jian. Experimental study of flow-rock heat transfer in rock fractures[J]. Chinese Journal of Rock Mechanics and Engineering,1999,18(2):119–123.(in Chinese))
[11] LI Z W,FENG X T,ZHANG Y J,et al. Experimental research on the convection heat transfer characteristics of distilled water in manmade smooth and rough rock fractures[J]. Energy,2017,133:206–218.
[12] 靳佩桦. 高温裂隙花岗岩渗流–传热中裂隙围岩演变特征研究[博士学位论文][D]. 太原:太原理工大学,2019.(JIN Peihua. Study on evolution of fracture and surrounding rock during seepage-heat transfer process of high-temperature fractured granite[Ph. D. Thesis][D]. Taiyuan:Taiyuan University of Technology,2019.(in Chinese))
[13] SHU B,WANG Y,ZHU R,et al. Experimental study of the heat transfer characteristics of single geothermal fracture at different reservoir temperature and in situ stress conditions[J]. Applied Thermal Engineering,2022,207:118195.
[14] 路 威,项彦勇,李 涛. 无填充裂隙岩体水流–传热模型实验研究[J]. 岩石力学与工程学报,2011,30(增2):3 884–3 891.(LU Wei,XIANG Yanyong,LI Tao. A physical modeling study of water flow and heat transfer in un-filled fractured rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.2):3 884–3 891.(in Chinese))
[15] 尹欣欣,蒋长胜,翟鸿宇,等. 全球干热岩资源开发诱发地震活动和灾害风险管控[J]. 地球物理学报,2021,64(11):3 817–3 836. (YIN Xinxin,JIANG Changsheng,ZHAI Hongyu,et al. Review of induced seismicity and disaster risk control in dry hot rock resource development worldwide[J]. Chinese Journal of Geophysics,2021,64(11):3 817–3 836.(in Chinese))
[16] LI B,JU F. Thermal stability of granite for high temperature thermal energy storage in concentrating solar power plants[J]. Applied Thermal Engineering,2018,138:409–416.
[17] INADA Y,KINOSHITA N,EBISAWA A,et al. Strength and de-formation characteristics of rocks after undergoing thermal hysteresis of high and low temperatures[J]. International Journal of Rock Mechanics and Mining Sciences,1997,34(3):140.e1–140.e14.
[18] 崔翰博,唐巨鹏,姜昕彤,等. 注采参数对松辽盆地干热岩物理力学及波动特征的影响[J]. 高校地质学报,2020,26(2):185–196.(CUI Hanbo,TANG Jupeng,JIANG Xintong,et al. The impacts of injection-production parameters on physico-mechanical and wave characteristics of hot dry rocks in songliao basin[J]. Geological Journal of China Universities,2020,26(2):185–196.(in Chinese))
[19] WENG L,WU Z,LIU Q. Influence of heating/cooling cycles on the micro/macrocracking characteristics of Rucheng granite under unconfined compression[J]. Bulletin of Engineering Geology and the Environment,2020,79(3):1 289–1 309.
[20] FENG G,WANG X,KANG Y,et al. Effect of thermal cycling-dependent cracks on physical and mechanical properties of granite for enhanced geothermal system[J]. International Journal of Rock Mechanics and Mining Sciences,2020,134:104476.
[21] YIN Q,WU J,ZHU C,et al. The role of multiple heating and water cooling cycles on physical and mechanical responses of granite rocks[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources,2021,7(3):69.
[22] CHEN Y,LIANG W,LIAN H,et al. Experimental study on the effect of fracture geometric characteristics on the permeability in deformable rough-walled fractures[J]. International Journal of Rock Mechanics and Mining Sciences,2017,98:121–140.
[23] TSE R,CRUDEN D M. Estimating joint roughness coefficients[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1979,16(5):303–307.
[24] ZHAO Z. On the heat transfer coefficient between rock fracture walls and flowing fluid[J]. Computers and Geotechnics,2014,59:105–111.
[25] 王 媛,速宝玉. 单裂隙面渗流特性及等效水力隙宽[J]. 水科学进展,2002,13(1):61–68.(WANG Yuan,SU Baoyu. Research on the behavior of fluid flow in a single fracture and its equivalent hydraulic aperture[J]. Advance in Water Science,2002,13(1):61–68.(in Chinese))
[26] 王 珂,盛金昌,郜会彩,等. 应力–渗流侵蚀耦合作用下粗糙裂隙渗流特性研究[J]. 岩土力学,2020,41(增1):30–40.(WANG Ke,SHENG Jinchang,GAO Huicai,et al. Study on seepage characteristics of rough crack under coupling of stress-seepage erosion[J]. Rock and Soil Mechanics,2020,41(Supp.1):30–40.(in Chinese))
[27] CHEN Y,ZHAO Z. Heat transfer in a 3D rough rock fracture with heterogeneous apertures[J]. International Journal of Rock Mechanics and Mining Sciences,2020,134:104445.
[28] 孙 强,张志镇,薛 雷,等. 岩石高温相变与物理力学性质变化[J]. 岩石力学与工程学报,2013,32(5):935–942.(SUN Qiang,ZHANG Zhizhen,XUE Lei,et al. Physical-mechanical properties variation of rock with phase transformation under high temperature[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(5):935–942.(in Chinese))
[29] CHEN Y D,LIAN H J,LIANG W G,et al. The influence of fracture geometry variation on non-Darcy flow in fractures under confining stresses[J]. International Journal of Rock Mechanics and Mining Sciences,2019,113:59–71.
[30] BANDIS S C,LUMSDEN A C,BARTON N R,et al. Fundamentals of rock joint deformation[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1983,20(6):249–268.
[31] BARTON N. Thermal over-closure of joints and rock masses and implications for HLW repositories[C]// Proceedings of the 11th ISRM congress. Lisbon:[s. n.],2017:109–116.
[32] WATANABE N,SAITO K,OKAMOTO A,et al. Stabilizing and enhancing permeability for sustainable and profitable energy extraction from superhot geothermal environments[J]. Applied Energy,2020,260:114306.
[33] 张 杰,谢经轩. 多分支井增强型地热开发系统设计及产能评价[J]. 天然气工业,2021,41(3):179–188.(ZHANG Jie,XIE Jingxuan. Design and productivity evaluation of multi-lateral well enhanced geothermal development system[J]. Natural Gas Industry,2021,41(3):179–188.(in Chinese))
[34] PORTIER S,VUATAZ F D. Developing the ability to model acid-rock interactions and mineral dissolution during the RMA stimulation test performed at the Soultz-sous-Forêts EGS site,France[J]. Comptes Rendus Geoscience,2010,342(7):668–675.
[35] 赵阳升,万志军,康建荣. 高温岩体地热开发导论[M]. 北京:科学出版社,2004:1–67.(ZHAO Yangsheng,WAN Zhijun,KANG Jianrong. Introduction to geothermal extraction of hot dry rock[M]. Beijing:Science Press,2004:1–67.(in Chinese))
[36] 李正伟,张延军,张 驰,等. 花岗岩单裂隙渗流传热特性试验[J]. 岩土力学,2018,39(9):3 261–3 269.(LI Zhengwei,ZHANG Yanjun,ZHANG Chi,et al. Experiment on convection heat transfer characteristics in a single granite fracture[J]. Rock and Soil Mechanics,2018,39(9):3 261–3 269.(in Chinese))
[37] ZHAO J,TSO C P. Heat transfer by water flow in rock fractures and the application to hot dry rock geothermal systems[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1993,30(6):633–641.
[38] BAI B,HE Y,LI X,et al. Experimental and analytical study of the overall heat transfer coefficient of water flowing through a single fracture in a granite core[J]. Applied Thermal Engineering,2017,116:79–90.
[39] MA Y,ZHANG Y,HU Z,et al. Experimental study of the heat transfer by water in rough fractures and the effect of fracture surface roughness on the heat transfer characteristics[J]. Geothermics,2019,81:235–242.