煤炭工程 ›› 2025, Vol. 57 ›› Issue (8): 72-78.doi: 10. 11799/ ce202508011

• 施工技术 • 上一篇    下一篇

煤炭地下气化工程水文地质风险分析

贾宏伟,王单华,付建茁   

  1. 内蒙古煤炭地质勘查(集团)一零九有限公司,内蒙古 海拉尔 021008
  • 收稿日期:2025-01-18 修回日期:2025-03-18 出版日期:2025-08-11 发布日期:2025-09-11
  • 通讯作者: 贾宏伟 E-mail:jiahw111@126.com

Hydrogeological risk analysis of underground coal gasification

  • Received:2025-01-18 Revised:2025-03-18 Online:2025-08-11 Published:2025-09-11
  • Contact: Hongwei Jia E-mail:jiahw111@126.com

摘要:

针对煤炭地下气化工程水文地质条件评价中的涌水量风险问题,结合新疆北部某研究区的水文地质条件,开展了气化腔水源分析,研究了气化煤层顶底板隔水层安全厚度标准,并探讨了底板含水层/隔水层组合特点和气化安全性。研究表明:研究区水文地质条件总体有利于煤炭地下气化,内源水涌水量为0.27m3/t,对气化腔安全生产的威胁有限,在无地表或地下露头区的淡水补给的情况下,主要考虑气化煤层顶底板含水层中的外源水影响。结合前人研究成果和研究区实际,顶板隔水层的厚度大于36m相对安全,大于42m基本安全;底板隔水层厚度大于20m相对安全,大于30m基本安全。研究认为,在研究区大部分井点区开展地下气化,煤系含水层不会对气化腔的安全产生威胁。当底板隔水层组合的厚度小于30m且底板含水层厚度大于30m的井点区,气化腔的涌水量才有可能超过安全值。

关键词: 地下气化 , 水文地质条件, 涌水量 , 含水层/隔水层组合 , 内源水 , 外源水

Abstract:

Aiming at the risk of water inflow in the evaluation of hydrogeological conditions for coal gasification projects, combining with the hydrogeological conditions of a research area in northern Xinjiang, we analyzed the water source of the gasification cavity, studied the safety thickness standard of the aquiclude in the roof and floor of the gasification coal seam, and discussed the combination characteristics of the floor aquifer/ aquiclude and the gasification safety. The results show that the hydrogeological conditions in the study area are generally favorable for underground coal gasification, and the internal water inflow is 0. 27 m3 / t, which poses a very limited threat to the safety production of the gasification cavity. In the case of no fresh water recharge in the surface or underground outcrop area, the external water in the roof and floor aquifer of the gasification coal seam is main influence factor. Combining with the previous research results and the conditions in this study area, it is relatively safe when the roof aquiclude thickness is over 36 m, and it is basically safe when the thickness is over 42 m; It is relatively safe when the floor aquiclude thickness is over 20 m, and it is basically safe when the thickness is over 30 m. It is concluded that the coal measure aquifer will not pose a threat to the safety of the gasification cavity in underground gasification at most of the well points in the study area. When the thickness of the floor aquiclude combination is less than 30 m and the thickness of the floor aquifer is greater than 30 m, the water inflow of the gasification cavity may exceed the safe value.


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