CHENG Wan, SUN Jiaying, ZHANG Yi, LI Hua and SHI Yaojun, . 2023. Numerical simulation research on diffusion law of seepage grouting in multi-branch horizontal well of coal seam floor. DRILLING ENGINEERING, 50(5): 133-139. doi: 10.12143/j.ztgc.2023.05.019
| Citation: |
CHENG Wan, SUN Jiaying, ZHANG Yi, LI Hua and SHI Yaojun, . 2023. Numerical simulation research on diffusion law of seepage grouting in multi-branch horizontal well of coal seam floor. DRILLING ENGINEERING, 50(5): 133-139. doi: 10.12143/j.ztgc.2023.05.019
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Numerical simulation research on diffusion law of seepage grouting in multi-branch horizontal well of coal seam floor
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1.China University of Geosciences, Wuhan Hubei 430074, China;
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2.First Exploration Team of Anhui Provincial Bureau of Coal Geology, Huainan Anhui 232052, China;
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3.Exploration Research Institute, Anhui Provincial Bureau of Coal Geology, Hefei Anhui 230094, China
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Abstract
Grouting sealing technology in multi-branch horizontal wells has been widely used in the water hazard control of mining wells. However, the quantitative characterization method for diffusion range of grouting in the deep formation is lack of research, therefore references for space and buried depth of multi-branch horizontal wells are inadequate. Aiming at seepage grouting technology for multi-branch horizontal wells and considering the anisotropic permeability, two phase flow of cement grouting and porous water, a numerical diffusion model for seepage grouting and a theoretical model for simplified diffusion radius are built in this paper, and the numerical simulations on the seepage grouting are conducted combining with actual engineering cases. The results show that the seepage diffusion area in anisotropic formations tends to be ellipse. The major axis of ellipse is along the bedding plane which has a larger permeability, while the minor axis is perpendicular to the bedding plane. These researches provide some references for the design of space and buried depth of multi-branch horizontal wells and key parameters optimization for seepage grouting.
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References
|
[1]
|
解保磊.淮南煤田新集煤矿水平多分支定向注浆防治水技术研究[D].徐州:中国矿业大学,2021.XIE Baolei. Study on the technology of multi-branch directional grouting by multi-branch horizontal well for water control in Xinji Coal Mine, Huainan Coalfield[D]. Xuzhou: China University of Mining and Technology, 2021.
Google Scholar
|
| [2] |
[2] 胡焮彭.煤层底板注浆加固多分支水平井钻井工艺技术研究[D].北京:煤炭科学研究总院, 2020.HU Xinpeng. Research on drilling technology of multilateral horizontal reinforced by grouting in coal seam floor[D]. Beijing: China Coal Research Institute, 2020.
Google Scholar
|
| [3] |
[3] 赵伟,张跃恒,董振国,等.敏东一矿软岩区地下水注浆治理技术及应用研究[J].钻探工程,2021,48(6):87-94.
Google Scholar
ZHAO Wei, ZHANG Yueheng, DONG Zhenguo, et al. Application research on groundwater grouting treatment technology in the soft rock area of Mindong No.1 Mine[J]. Drilling Engineering, 2021,48(6):87-94.
Google Scholar
|
| [4] |
[4] 秦鹏飞.砂砾石土渗透注浆浆液扩散规律及扩散半径影响因素试验研究[J].中国水利水电科学研究院学报,2015,13(5):368-374.
Google Scholar
QIN Pengfei. Test research on cement slurry diffusion feature of penetration grouting and its influence factors in sand and gravel layer[J]. Journal of China Institute of Water Resources and Hydropower Research, 2015,13(5):368-374.
Google Scholar
|
| [5] |
[5] 孙斌堂,凌贤长,凌晨,等.渗透注浆浆液扩散与注浆压力分布数值模拟[J].水利学报, 2007,38(11):1402-1407.
Google Scholar
SUN Bintang, LING Xianzhang, LING Chen, et al. Numerical simulation for diffusion and pressure distribution of permeation grouting[J]. Journal of Hydraulic Engineering, 2007,38(11):1402-1407.
Google Scholar
|
| [6] |
[6] 许兴亮,刘为民,宋志坚,等.单裂隙模型水泥浆液渗透扩散规律研究[J].煤炭工程,2018,50(12):103-106.
Google Scholar
XU Xingliang, LIU Weimin, SONG Zhijian, et al. Study on permeation and diffusion law of cement slurry in single fracture mode[J]. Coal Engineering, 2018,50(12):103-106.
Google Scholar
|
| [7] |
[7] 胡少银,刘泉声,李世辉,等.裂隙岩体注浆理论研究进展及展望[J].煤炭科学技术,2022,50(1):112-126.
Google Scholar
HU Shaoyin, LIU Quansheng, LI Shihui, et al. Advance and review on grouting critical problems in fractured rock mass[J]. Coal Science and Technology, 2022,50(1):112-126.
Google Scholar
|
| [8] |
[8] 杨秀竹,王星华,雷金山.宾汉体浆液扩散半径的研究及应用[J].水利学报,2004(6):75-80.
Google Scholar
YANG Xiuzhu, WANG Xinghua, LEI Jinshan. Study on grouting diffusion radius of Bingham fluids[J]. Journal of Hydraulic Engineering, 2004(6):75-80.
Google Scholar
|
| [9] |
[9] 杨秀竹,雷金山,夏力农,等.幂律型浆液扩散半径研究[J].岩土力学,2005,26(11):1803-1806.
Google Scholar
YANG Xiuzhu, LEI Jinshan, XIA Linong, et al. Study on grouting diffusion radius of exponential fluids[J]. Rock and Soil Mechanics, 2005,26(11):1803-1806.
Google Scholar
|
| [10] |
[10] 杨米加,贺永年,陈明雄.裂隙岩体网络注浆渗流规律[J].水利学报,2001(7):41-46.YANG Mijia, HE Yongnian, CHEN Mingxiong. Law of grouting penetrating through fracture network of rock mass[J]. Journal of Hydraulic Engineering, 2001(7):41-46.
Google Scholar
|
| [11] |
[11] 林涛,赵志宏,周书明.裂隙岩体注浆块体离散元方法模拟分析[J].地下空间与工程学报,2021,17(4):1080-1090.
Google Scholar
LIN Tao, ZHAO Zhihong, ZHOU Shuming. Block-based DEM modeling on grout penetration in fractured rock masses[J]. Chinese Journal of Underground Space and Engineering, 2021,17(4):1080-1090.
Google Scholar
|
| [12] |
[12] 孟凡丁,许光泉,孙贵,等.深埋条件下水平分支孔注浆模拟分析[J].绿色科技,2021,23(14):194-213.
Google Scholar
MENG Fanding, XU Guangquan, SUN Gui, et al. Grouting simulation with horizontal branch drilling under deep buried condition[J]. Journal of Green Science and Technology, 2021,23(14):194-213.
Google Scholar
|
| [13] |
[13] 韩磊,陈建生,陈亮.帷幕灌浆扩散半径及数值模拟的研究[J].岩土力学,2012,33(7):2235-2240.
Google Scholar
HAN Lei, CHEN Jiansheng, CHEN Liang. Research on diffusion radius and numerical simulation in curtain grouting[J]. Rock and Soil Mechanics, 2012,33(7):2235-2240.
Google Scholar
|
| [14] |
[14] 程桦,刘向阳,荣传新,等.深立井地面注浆浆液渗流规律数值模拟与应用[J].安徽理工大学学报,2018,38(1):10-16.
Google Scholar
CHENG Hua, LIU Xiangyang, RONG Chuanxin, et al. Numerical simulation and application of seepage regularity of ground grouting in deep vertical shaft[J]. Journal of Anhui University of Science and Technology, 2018,38(1):10-16.
Google Scholar
|
| [15] |
[15] 孙小康.深部裂隙岩体注浆浆液扩散机理研究[D].徐州:中国矿业大学,2019.SUN Xiaokang. Study on the diffusion mechanisms of grouting within fractured rock mass under deep ground[D]. Xuzhou: China University of Mining and Technology, 2019.
Google Scholar
|
| [16] |
[16] 朱合轩.深部随机开度裂隙岩体渗透注浆扩散机理研究[D].徐州:中国矿业大学,2022.ZHU Hexuan. Research on study on diffusion mechanism of seepage grouting in deep fractured rock mass with random opening[D]. Xuzhou: China University of Mining and Technology, 2022.
Google Scholar
|
| [17] |
[17] 谢俊.压密注浆浆液以及扩散半径的参数分析[J].探矿工程,1998(S1):69-72.
Google Scholar
XIE Jun. Compaction grouting fluid and parametrial analysis of its dispersion radius[J]. Exploration Engineering, 1998(S1):69-72.
Google Scholar
|
| [18] |
[18] 代永文,李建强,林恩,等.强岩溶地区盾构隧道注浆处理方案设计[J].钻探工程,2021,48(6):118-125.
Google Scholar
DAI Yongwen, LI Jianqiang, LIN En, et al. Grouting design for shield tunnels in strong karst areas[J]. Drilling Engineering, 2021,48(6):118-125.
Google Scholar
|
| [19] |
[19] 张正雄.岩溶坝基帷幕灌浆高注浆量控制措施与效果分析[J].钻探工程,2021,48(7):121-125.
Google Scholar
ZHANG Zhengxiong. Measures and effect of high grouting volume control in curtain grouting for karst dam foundation[J]. Drilling Engineering, 2021,48(7):121-125.
Google Scholar
|
-
-
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