Geological Genesis of Tunnel High Ground Temperature
-
摘要:
为研究隧道高地温的地质成因，以云南某在建高速公路隧道——尼格隧道为研究对象，该隧道兼有高水温与高岩温，最高水温达63.4 ℃，最高岩温达88.8 ℃. 从区域地质构造及地震特征、水化学特征、地热储特征等对区域性的热因控制、水源、热源、导热通道等进行了分析，利用氢氧同位素分析法、锶同位素分析法、微量元素分析法、放射性元素分析法等对隧址区的热水来源及演变过程、热源成因进行了研究，并结合隧道工程地质、水文地质条件及开挖揭示状况，对隧道高水温段及高岩温段的地质成因过程进行了剖析. 研究结果表明：灰岩段高水温的成因过程与花岗岩段高岩温有所差异，隧道高水温的成因过程为热源（深部热异常体）—主要传热通道（深循环）—次级传热通道—浅表水体混合、水岩作用，其过程伴随着冷热水混合作用、离子交换作用等；隧道高岩温的成因过程为热源（深部热异常体、放射性元素衰变生热）—主要传热通道（深循环）—次级传热通道—热气沿裂隙传至隧道岩体，其过程伴随着S元素的富集，易形成H2S或SO2有毒有害气囊.
Abstract:A highway tunnel under construction in Honghe Prefecture, Yunnan Province was taken as the research object to study the geological genesis of high ground temperature. The tunnel has both high water temperature and high rock temperature, with the maximum water temperature of 63.4 ℃ and the maximum rock temperature of 88.8 ℃. The regional thermal control, water source, heat source, and heat conduction channel are analyzed from the aspects of regional geological structure, seismic characteristics, hydrochemical characteristics, and geothermal reservoir characteristics. The hot water source, evolution process, and origin of heat source are studied by means of hydrogen oxygen isotope analysis, strontium isotope analysis, trace element analysis, and radioactive element analysis. Based on the geological, hydrogeological and excavation conditions of the tunnel, the geological genesis of the high water temperature section and the high rock temperature section of the tunnel is dissected and discussed. The results show that the genetic process of high water temperature in limestone sections is different from that in granite sections. The genetic process of high water temperature in tunnel is “heat source (deep thermal anomaly)–main heat transfer channel (deep cycle)–secondary heat transfer channel–shallow water mixing and water rock interaction”, which is accompanied by cold and hot water mixing, ion exchange, etc.; while the genetic process of high rock temperature in tunnel is “heat source (deep abnormal body, radioactive element decay heat generation)–main heat transfer channel (deep cycle)–secondary heat transfer channel–hot gas being transmitted to the tunnel rock mass along the crack”, and the process is accompanied by the enrichment of S element, which is favorable to the formation of toxic and harmful air bag of H2S or SO2.
-
图 1 尼格隧道纵剖面及地温简图
Figure 1. Longitudinal section and ground temperature diagram of Nige tunnel
图 2 区域地震构造
Q. 第四系；N. 新第三系；M. 变质岩；γ. 花岗岩；F71 Q9. 全新世活动断裂；F72 Q3. 晚更新世活动断裂；F23 Q1-2. 早—中更新世断裂；F21. 东山寨—唐家庄断裂；F23. 红河断裂；F30. 阿土—绿水河断裂；F46. 东山断裂；F71. 宝秀—建水断裂；F72. 漾田—鸡街—蒙自断裂
Figure 2. Regional seismotectonic map
图 3 研究区各水体的Piper三线图
Figure 3. Piper three line map of each waterbody in the study area
图 4 研究区各水体的Schoeller指印图
Figure 4. Schoeller fingerprint map of each waterbody in the study area
图 5 研究区各水体氢氧同位素与大气水线相关图
Figure 5. Correlation map between hydrogen and oxygen isotopes of water and atmospheric water line in the study area
图 6 研究区各水体的 87Sr/86Sr与Mg2 + /Ca2 + 关系
Figure 6. 87Sr/86Sr vs. Mg2 + /Ca2 + of each waterbody in the study area
图 7 隧道水体与温泉水体的热储温度
Figure 7. Thermal storage temperature diagram of tunnel water and hot spring water
图 8 隧道水与温泉水的热储埋藏深度
Figure 8. Buried depth map of thermal storage of tunnel water and hot spring water
图 11 隧道高地温成因过程示意
1. 三叠系上统鸟格组（T3n）；2. 三叠系中统法郎组（T2f）；3. 三叠系中统个旧组（T2g）；4. 燕山期侵入花岗岩（γ53(a)）；5. 深部热异常体；6. 热量传导方向；7. 热流体或气体传导方向；8. 浅表水体运移方向；9. 大气降水；10. 地层分界线；11. 断层（与隧道轴线相交）；12. 断层（与隧道轴线近于平行）；13. 溶蚀管道、裂隙；14. 热泉点
Figure 11. Schematic diagram of formation process of tunnel high ground temperature
表 1 氢氧同位素及锶同位素检测成果
Table 1. Detection results of hydrogen oxygen isotopes and strontium isotopes
名称 位置 地层 高程/m 流量/
（L•s−1）温度/℃ δD/‰ δ18O/‰ w（Sr）/
（mg•L−1）87Sr/86Sr Mg2 +/Ca2 + 老虎滩温泉 龙岔河 γ53(a) 花岗岩 762 1.24 53.8 −82.30 −10.91 0.1909 0.7131 0.750 0 丫沙底温泉 贾沙河 T2g 灰岩 940 8.20 87.9 −87.24 −12.13 0.2666 0.7105 1.990 0 尼格温泉 龙岔河 γ53(a) 花岗岩 908 3.06 67.9 −85.59 −10.85 0.1096 0.7131 1.500 0 尼格隧道出水 T2g 灰岩 3.00 ~ 9.00 64.0
（最高）−68.23 −9.45 0.3468 0.7090 0.190 0 斐古隧道出水 T2g 灰岩 0.50 ~ 3.00 46.0
（最高）−71.41 −9.94 1.1487 0.7084 0.450 0 
下载: 导出CSV
-
[1] 郭长宝,张永双,蒋良文,等. 川藏铁路沿线及邻区环境工程地质问题概论[J]. 现代地质,2017,31(5): 877-889. doi: 10.3969/j.issn.1000-8527.2017.05.001GUO Changbao, ZHANG Yongshuang, JIANG Liangwen, et al. Discussion on the environmental and engineering geological problems along the Sichuan—Tibet railway and its adjacent area[J]. Geoscience, 2017, 31(5): 877-889. doi: 10.3969/j.issn.1000-8527.2017.05.001 [2] 汪缉安,徐青,张文仁. 云南大地热流及地热地质问题[J]. 地震地质,1990,12(4): 367-377.WANG Ji’an, XU Qing, ZHANG Wenren. Heat flow data and some geologic-geothermal problems in Yunnan province[J]. Seismology and Geology, 1990, 12(4): 367-377. [3] 周真恒,向才英,覃玉玺,等. 云南深部热流研究[J]. 西北地震学报,1997,19(4): 51-57.ZHOU Zhenheng, XIANG Caiying, QIN Yuxi, et al. Study on deep heat flow in Yunnan,China[J]. Northwestern Seismological Journal, 1997, 19(4): 51-57. [4] 黄润秋,王贤能,唐胜传,等. 深埋长隧道工程开挖的主要地质灾害问题研究[J]. 地质灾害与环境保护,1997,8(1): 50-68.HUANG Runqiu, WANG Xianneng, TANG Shengchuan, et al. Research on the main geological hazards of deep lying long tunnel[J]. Journal of Geological Hazards and Environment Preservation, 1997, 8(1): 50-68. [5] 姚志勇. 中尼铁路高地温分布特征及地质选线探析[J]. 铁道标准设计,2017,61(8): 21-26.YAO Zhiyong. Analysis of the characteristics of high ground temperature distribution and geological alignment of China—Nepal railway[J]. Railway Standard Design, 2017, 61(8): 21-26. [6] 李国良,程磊,王飞. 高地温隧道修建关键技术研究[J]. 铁道标准设计,2016,60(6): 55-59.LI Guoliang, CHENG Lei, WANG Fei. Study on key technology for construction of high ground temperature tunnel[J]. Railway Standard Design, 2016, 60(6): 55-59. [7] 杨长顺. 高地温隧道综合施工技术研究[J]. 铁道建筑技术,2010(10): 39-46. doi: 10.3969/j.issn.1009-4539.2010.10.010YANG Changshun. On comprehensive construction technology of high ground temperature tunnel[J]. Railway Construction Technology, 2010(10): 39-46. doi: 10.3969/j.issn.1009-4539.2010.10.010 [8] 刘金松. 川藏铁路高地温隧道施工关键技术研究[J]. 施工技术,2018,47(1): 100-102.LIU Jinsong. Key construction technologies research on high geothermal tunnel on Sichuan—Tibet railway[J]. Construction Technology, 2018, 47(1): 100-102. [9] 袁伟,冉光静,张恒. 海螺沟温泉地质成因分析[J]. 中国矿业,2015,24(4): 83-87. doi: 10.3969/j.issn.1004-4051.2015.04.020YUAN Wei, RAN Guangjing, ZHANG Heng. Genetic analysis of Hailuogou hotspring[J]. China Mining Magazine, 2015, 24(4): 83-87. doi: 10.3969/j.issn.1004-4051.2015.04.020 [10] 周春景,吴中海. 滇西大理至瑞丽铁路沿线地温场特征及其工程地质意义[J]. 地质通报,2012,31(增刊1): 326-336. doi: 10.3969/j.issn.1671-2552.2012.02.016ZHOU Chunjing, WU Zhonghai. The characteristics of geothermal field along the Dali-Ruili railway in western Yunnan province and their implications for geo-engineering[J]. Geological Bulletin of China, 2012, 31(S1): 326-336. doi: 10.3969/j.issn.1671-2552.2012.02.016 [11] 胡政, 阮压福. 红河州建水（个旧）至元阳高速公路项目尼格隧道、斐古隧道高地温成因分析专项报告[R]. 贵阳: 中国电建集团贵阳勘测设计研究院有限公司, 2020. [12] 丁国瑜. 中国岩石圈动力学概论[M]. 北京: 地震出版社, 1991. [13] 国家地震局书名编委会. 中国岩石圈动力学地图集[M]. 北京: 中国地图出版社, 1989. [14] 张贵玲,角媛梅,何礼平,等. 中国西南地区降水氢氧同位素研究进展与展望[J]. 冰川冻土,2015,37(4): 1094-1103.ZHANG Guiling, JIAO Yuanmei, HE Liping, et al. Hydrogen and oxygen isotopes in precipitation in Southwest China:progress and prospects[J]. Journal of Glaciology and Geocryology, 2015, 37(4): 1094-1103. [15] KLAUS J S, HANSEN B T, BUAPENG S. 87Sr/86Sr ratio:a natural tracer to monitor groundwater flow paths during artificial recharge in the Bangkok area,Thailand[J]. Hydrogeology Journal, 2007, 15(4): 745-758. doi: 10.1007/s10040-007-0175-z [16] PU J B, YUAN D X, ZHANG C, et al. Identifying the sources of solutes in karst groundwater in Chongqing,China:a combined sulfate and strontium isotope approach[J]. Acta Geologica Sinica (English Edition), 2012, 86(4): 980-992. doi: 10.1111/j.1755-6724.2012.00722.x [17] 余恒昌. 矿山地热与热害治理[M]. 北京: 煤炭工业出版社, 1991. [18] 徐世光, 郭远生. 地热学基础[M]. 北京: 科学出版社, 2009. [19] 田廷山, 李明朗, 白冶. 中国地热资源及开发利用[M]. 北京: 中国环境科学出版社, 2005. [20] RYBACH L. Radioactive heat production in rocks and its relation to other petrophysical parameters[J]. Pure and Applied Geophysics, 1976, 114(2): 309-317. doi: 10.1007/BF00878955 -
下载:
点击查看大图
计量
- 文章访问数: 479
- HTML全文浏览量: 623
- PDF下载量: 66
- 被引次数: 0