Coal Geology & Exploration
Abstract
There are technical problems in preventing and controlling Ordovician limestone water disasters during mining above ultra-thin aquifuges, such as those of the lower coal group in Weibei Coalfield. At Sangshuping Coal Mine, horizontal directional drilling technology was used to develop water prevention and control ideas of Ordovician limestone top utilization and grouting transformation. Firstly, considering the loss of water resistance in the floor failure zone, the water inrush coefficient method was used to determine the critical thickness of Ordovician limestone top utilization and grouting transformation. The directional drilling exploration was carried out by drilling from the two opposite ends of a mining face. Combined with the results of borehole water pressure tests, the borehole grouting technology and parameters were determined, and then the grouting effect was analyzed. Secondly, three-dimensional seismic and ground transient electromagnetic testing were used to detect low-resistivity abnormal areas and structural development in the mining area. The direct current and transient electromagnetic methods were used to detect water-rich areas in front of a roadway. After the roadway system was formed, DC electric sounding and audio-frequency electric methods were used to explore the water-rich areas under the roadway and the floor of the mining face. A radio wave method was used to detect the structure of the mining face and changes in coal thickness. Finally, according to the geophysical and directional borehole exploration results, inspection technology was implemented to evaluate the feasibility of mining under pressure comprehensively. The study shows that the top of the Ordovician limestone was not water-rich and could be used as a relative aquifuge. The water inrush coefficient was reduced to below 0.073 MPa/m, which provides a solid basis for further improving the estimation of critical water inrush coefficients in Detailed Rules for Water Disaster Prevention and Control of Coal Mines. This will ensure the safe mining of the working face and forms a prevention and control system of Ordovician limestone water disasters comprising a modified water inrush coefficient estimation method combined with an “exploration-grouting-inspection” approach. It extends the lower limit of safe mining in the mining area.
Keywords
directional drilling, Ordovician limestone water disaster, hydrogeological condition, water inrush coefficient, North China coalfield
DOI
10.12363/issn.1001-1986.21.10.0551
Recommended Citation
L L.
(2022)
"Techniques for prevention and control of Ordovician limestone water disasters based on modified water inrush coefficient method,"
Coal Geology & Exploration: Vol. 50:
Iss.
6, Article 14.
DOI: 10.12363/issn.1001-1986.21.10.0551
Available at:
https://cge.researchcommons.org/journal/vol50/iss6/14
Reference
[1] 李晓龙. 煤矿井下水砂突涌钻孔封孔技术研发与应用[J]. 煤田地质与勘探,2021,49(4):192−197. LI Xiaolong. Development and application of borehole sealing technology for water–sand inrush from Ordovician limestone aquifer in coal mine[J]. Coal Geology & Exploration,2021,49(4):192−197.
[2] 李晓龙,董书宁,刘恺德. 多层含水层分层止水技术研究进展[J]. 煤矿安全,2020,51(2):84−90. LI Xiaolong,DONG Shuning,LIU Kaide. Research progress of the stratified water stop technology for multilayer aquifer[J]. Safety in Coal Mines,2020,51(2):84−90.
[3] 代革联,薛小渊,许珂,等. 基于脆弱性指数法的韩城矿区11号煤层底板突水危险性评价[J]. 煤田地质与勘探,2017,45(4):112−117. DAI Gelian,XUE Xiaoyuan,XU Ke,et al. Risk assessment of water inrush of No. 11 coal seam floor in Hancheng mining area on the basis of vulnerability index method[J]. Coal Geology & Exploration,2017,45(4):112−117.
[4] 任君豪,王心义,王麒,等. 基于多方法的煤层底板突水危险性评价[J]. 煤田地质与勘探,2022,50(2):89−97. REN Junhao,WANG Xinyi,WANG Qi,et al. Risk assessment of water inrush from coal seam floors based on multiple methods[J]. Coal Geology & Exploration,2022,50(2):89−97.
[5] 董书宁,郭小铭,刘其声,等. 华北型煤田底板灰岩含水层超前区域治理模式与选择准则[J]. 煤田地质与勘探,2020,48(4):1−10. DONG Shuning,GUO Xiaoming,LIU Qisheng,et al. Model and selection criterion of zonal preact grouting to prevent mine water disasters of coal floor limestone aquifer in North China type coalfield[J]. Coal Geology & Exploration,2020,48(4):1−10.
[6] 李俊杰,解奕炜,郭盛彬. 疏水降压对奥陶系碳酸盐岩含水层的影响[J]. 煤矿安全,2020,48(4):1−10. LI Junjie,XIE Yiwei,GUO Shengbin. Influence of draining depressurization on Ordovician carbonatite aquifer[J]. Safety in Coal Mines,2020,48(4):1−10.
[7] 李飞,孔德中,汪洋,等. 我国煤层底板突水机理与防治研究现状与展望[J/OL]. 煤矿安全,DOI:10.13347/j.cnki.mkaq.2022.11.001.
LI Fei,KONG Dezhong,WANG Yang,et al. Research status and prospect of water inrush mechanism and prevention of coal seam floor in China[J]. Safety in Coal Mines,DOI:10.13347/j.cnki.mkaq.2022.11.001.
[8] 张刚艳. 超薄隔水层底板突水机理与区域修复技术研究[D]. 北京:煤炭科学研究总院,2021.
ZHANG Gangyan. Research on mechanism of water inrush from floor of ultra-thin waterproof layer and regional remediation technology[D]. Beijing:China Coal Research Institute,2021.
[9] 郭元欣,邓书军,郭国鹏. 底板巨厚灰岩含水层上段注浆改造技术[J]. 煤炭技术,2017,36(5):160−162. GUO Yuanxin,DENG Shujun,GUO Guopeng. Grouting transformation technology at upside of great thickness limestone aquifer in floors[J]. Coal Technology,2017,36(5):160−162.
[10] 董书宁,王皓,张文忠. 华北型煤田奥灰顶部利用与改造判别准则及底板破坏深度[J]. 煤炭学报,2019,44(7):2216−2226. DONG Shuning,WANG Hao,ZHANG Wenzhong. Judgement criteria with utilization and grouting reconstruction of top Ordovician limestone and floor damage depth in North China coal field[J]. Journal of China Coal Society,2019,44(7):2216−2226.
[11] 李泉新. 煤层底板超前注浆加固定向钻孔钻进技术[J]. 煤炭科学技术,2014,42(1):138−142. LI Quanxin. Drilling technology of directional drilled borehole for advance grouting reinforcement of seam floor[J]. Coal Science and Technology,2014,42(1):138−142.
[12] 李晓龙,张红强,郝世俊,等. 煤层底板奥灰水害防治定向钻孔施工关键技术[J]. 煤炭科学技术,2019,47(5):64−70. LI Xiaolong,ZHANG Hongqiang,HAO Shijun,et al. Key techniques for directional drilling & construction for control of coal floor Ordovician limestone karst water disaster[J]. Coal Science and Technology,2019,47(5):64−70.
[13] 王苏健,陈通,李涛,等. 承压水体上保水采煤注浆材料及技术[J]. 煤炭学报,2017,42(1):134−139. WANG Sujian,CHEN Tong,LI Tao,et al. Grouting material and technique in water protection mining above confined water[J]. Journal of China Coal Society,2017,42(1):134−139.
[14] 马雄德,杜飞虎,齐蓬勃,等. 底板承压水保水采煤技术与工程实践[J]. 煤炭科学技术,2016,44(8):61−66. MA Xiongde,DU Feihu,QI Pengbo,et al. Technology and engineering practices on water preserved coal mining in seam with pressurized water floor[J]. Coal Science and Technology,2016,44(8):61−66.
[15] 刘其声. 关于突水系数的讨论[J]. 煤田地质与勘探,2009,37(4):34−37. LIU Qisheng. A discussion on water inrush coefficient[J]. Coal Geology & Exploration,2009,37(4):34−37.
[16] 管恩太. 突水系数与煤矿水害防治[J]. 煤炭工程,2011(1):46−48. GUAN Entai. Water inrush coefficient and mine water disaster prevention and control[J]. Coal Engineering,2011(1):46−48.
[17] 刘钦,孙亚军,徐智敏. 改进型突水系数法在矿井底板突水评价中的应用[J]. 煤炭科学技术,2011,39(8):107−109. LIU Qin,SUN Yajun,XU Zhimin. Application of modified water inrush coefficient method to evaluation of water inrush from mine floor[J]. Coal Science and Technology,2011,39(8):107−109.
[18] 魏久传,李白英. 承压水上采煤安全性评价[J]. 煤田地质与勘探,2000,28(4):57−59. WEI Jiuchuan,LI Baiying. Security evaluation of coal mining above the confined aquifers[J]. Coal Geology & Exploration,2000,28(4):57−59.
[19] 杨志斌,董书宁. 压水试验定量评价单孔注浆效果影响因素分析[J]. 煤矿安全,2018,49(6):187−194. YANG Zhibin,DONG Shuning. Influence factors analysis of quantitative evaluation of single borehole grouting effect by water pressure test[J]. Safety in Coal Mines,2018,49(6):187−194.
[20] 杨志斌,董书宁. 压水试验定量评价注浆效果研究[J]. 煤炭学报,2018,43(7):2021−2028. YANG Zhibin,DONG Shuning. Study on quantitative evaluation of grouting effect by water pressure test[J]. Journal of China Coal Society,2018,43(7):2021−2028.
Included in
Earth Sciences Commons, Mining Engineering Commons, Oil, Gas, and Energy Commons, Sustainability Commons