煤炭工程 ›› 2024, Vol. 56 ›› Issue (11): 90-95.doi: 10.11799/ce202411014

• 生产技术 • 上一篇    下一篇

新疆阿艾矿区烧变岩水害特征及防治技术

薛建坤   

  1. 中煤科工西安研究院(集团)有限公司
  • 收稿日期:2024-03-07 修回日期:2024-07-31 出版日期:2023-11-20 发布日期:2025-01-03
  • 通讯作者: 薛建坤 E-mail:xuejiankun@cctegxian.com

Characteristics and prevention techniques of water damage caused by burnt rocks in the southern foothills of the Tianshan Mountains in the Aai mining area

  • Received:2024-03-07 Revised:2024-07-31 Online:2023-11-20 Published:2025-01-03

摘要: 为了提升新疆阿艾矿区烧变岩水害防治技术水平、减少水害事故发生,分析了研究区烧变岩含水层分布特征、富水特征|根据烧变岩含水层与采掘区域位置关系、导水通道的形成机制及烧变岩来水方向,划分了研究区烧变岩水害类型|提出了采用“地面疏排+井下疏放”的井上下联合疏放水防治技术治理烧变岩水害|研究了基于疏水量、水位动态变化以及钻探验证的水害治理效果评价方法,并选择典型工作面进行应用。结果表明:阿艾矿区烧变岩水害分为掘进扰动裂隙侧向涌水、采动裂隙顶部涌水、集中导水通道顶部涌水3大类|典型工作面烧变岩水累计疏排水量约219.2万 m3,含水层水位平均下降约40 m,经钻探验证仅在工作面终采线外侧的补T1孔涌水7.5 m3/h,其余区域无水,表明烧变岩积水绝大部分区域已疏放完毕,疏放水效果显著。

关键词: 阿艾矿区, 烧变岩水害, 水害类型, 疏放水, 水害评价

Abstract: In order to improve the technical level of water damage prevention for burnt rock , and reduce the occurrence of water hazard accidents in the Aai mining area of Xinjiang, the distribution characteristics and water richness characteristics of the aquifer in the burnt rock in the study area were introduced; Based on the relationship between the aquifer of burnt rock and the location of the mining area, the formation mechanism of water channels, and the direction of water inflow from burnt rock, the types of water damage caused by burnt rock in the study area were classified; Proposed the use of a combination of surface drainage and underground drainage for the prevention and control of water damage caused by burnt rock; We have studied the evaluation method for water hazard control effectiveness based on hydrophobicity, water level dynamic changes, and drilling verification, and selected typical working faces for application. The results showed that the water damage caused by the burnt rock in the Aai mining area can be divided into three categories: lateral water inrush from excavation disturbance cracks, water inrush from the top of mining induced cracks, and water inrush from the top of concentrated water channels; The cumulative drainage volume of burnt rock water in a typical working face was about 2.192 million cubic meters, and the average water level in the aquifer decreased by about 40 meters. Only 7.5m3/h of water gushed from the T1 hole outside the stop mining line of the working face, and there was no water in the remaining areas, indicating that the vast majority of the burnt rock water had been drained and the drainage effect was significant. The research results provide reference for the prevention and control of water damage caused by burnt rocks in the region.