Numerical test and application of gas pre-drainage in an extra-thick seam by using ground vertical boreholes

被引:0
|
作者
Yuan Liang [1 ]
Liu Ye-jiao [1 ,2 ,3 ,4 ]
Tian Zhi-chao [2 ]
Tang Chun-an [5 ]
Xue Jun-hua [4 ]
Duan Chang-rui [4 ]
Zhang Han [6 ]
机构
[1] Anhui Univ Sci & Technol, Huainan 232001, Anhui, Peoples R China
[2] Inner Mongolia Univ Sci & Technol, Min Res Inst, Baotou 014010, Inner Mongolia, Peoples R China
[3] Henan Polytech Univ, State Key Lab Cultivat Base Gas Geol & Gas Contro, Jiaozuo 454000, Henan, Peoples R China
[4] Huainan Min Ind Grp Co Ltd, Pingan Coal Min Inst Engn Technol Co Ltd, Huainan 232001, Anhui, Peoples R China
[5] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Liaoning, Peoples R China
[6] China Univ Geosci, Grad Sch, Wuhan 430074, Hubei, Peoples R China
关键词
ground vertical borehole; gas-bearing coal seam; numerical test; borehole bottom location; borehole spacing;
D O I
10.16285/j.rsm.2018.0486
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study is to solve the problems of the low content and high gush of gas under high-intensity mining conditions in Tashan coal mine, and to make up the disadvantages of high cost and difficult operation of large-scale physical experiments and field tests. According to the geological and gas occurrence conditions of regional coal seam which covers 8101 working face in Tashan coal mine, numerical testing schemes were designed to optimise and analyse the gas pre-drainage effect in the extremely thick seam by using ground vertical boreholes. Based on the pore characteristics of coal-rock (body), we developed mathematical constitutive models of gas-solid coupling and permeability-damage coupling in the gas-bearing coal-rock (body) rupture process. A numerical model of gas drainage was established by using RFPA2D-Gasflow software, and the relevant physical parameters, simplified initial conditions and boundary conditions were established. The following results can be achieved through the above numerical tests. First, the reasonable borehole bottom location of ground vertical boreholes is at the bottom of coal seam. Then, on the basis of considering the drilling cost and the drainage effect, the reasonable borehole spacing between adjacent ground vertical boreholes is from 50 to 60 m. Meanwhile, the actual application effect of gas extraction by using ground vertical boreholes in 8101 working face demonstrates a good gas drainage effect when the borehole bottom location is at the bottom of coal seam and the borehole spacing is 50 m. To a certain extent, the rationality and feasibility of numerical tests are further verified.
引用
收藏
页码:370 / 378
页数:9
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