Water Conservation when Mining Multiple, Thick, Closely-Spaced Coal Seams: A Case Study of Mining Under Weishan Lake

被引:13
作者
Ma, Liqiang [1 ,2 ]
Guo, Jinshuai [3 ]
Liu, Wenpeng [4 ]
Zhang, Dongsheng [1 ]
Yu, Yihe [1 ]
机构
[1] China Univ Min & Technol, Sch Mines, Minist Educ, Key Lab Deep Coal Resource Min CUMT, Xuzhou 221116, Jiangsu, Peoples R China
[2] Xian Univ Sci & Technol, Coll Energy Engn, Xian 710054, Shaanxi, Peoples R China
[3] China Univ Min & Technol, Sch Mech & Civil Engn, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[4] Colorado Sch Mines, Earth Mech Inst, Dept Min Engn, Golden, CO 80401 USA
关键词
Hydraulically conductive fracture (HCF); Ground surface fracture (GSF); Integrated mining height; Safety pillar; Water inrush; FAILURE; DEFORMATION; SIMULATION; MECHANISM; ZONE;
D O I
10.1007/s10230-019-00610-8
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
To resolve issues of water resource conservation and avoid water inrush accidents, a case study was performed in the Gaozhuang coal mine, which lies under Weishan Lake. The two coal seams are 4 and 5 m thick, and are separated by 2-5 m. As the goaf gradually expanded with mining, some fractures that had formed at the centre of the goaf were gradually compressed and closed, while fractures at the periphery of the goaf did not. Therefore, the periphery of the goaf was recognized as the key region for water conservation mining. After the upper seam was mined, the hydraulically connected fractured (HCF) zone in the overburden had a maximum height of 6.9 times of the integrated mining height. After the lower seam was mined, the HCF zone increased to a maximum height of 9.8 times the integrated mining height. The maximum depth of ground surface fractures above the goaf was 1.1 times the integrated mining height. The thickness of the safety pillar to be left in place as protective strata was determined based on these values, and the hydraulic connection between the aquifers above the mine and the overlying lake was assessed. We then analysed the feasibility of in situ protection of the surface water and proposed techniques to prevent the water in the overlying sandstone from rushing into the work area.
引用
收藏
页码:643 / 657
页数:15
相关论文
共 38 条
[1]   Measurement of Longwall Mining Induced Strata Permeability [J].
Adhikary, D. ;
Guo, H. .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2014, 32 (03) :617-626
[2]   A Modeling Approach for the Study of Contamination in a Fractured Aquifer [J].
Cherubini, Claudia .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2008, 26 (05) :519-533
[3]   Numerical modelling of the effects of weak immediate roof lithology on coal mine roadway stability [J].
Coggan, John ;
Gao, Fuqiang ;
Stead, Doug ;
Elmo, Davide .
INTERNATIONAL JOURNAL OF COAL GEOLOGY, 2012, 90 :100-109
[4]  
[范立民 Fan Limin], 2015, [煤炭学报, Journal of China Coal Society], V40, P1711
[5]  
Forster I., 1992, OFFICE ENERGY REPORT, V1, P104
[6]  
Galvin J.M., 2016, GROUND ENG PRINCIPLE
[7]  
Gao B., 2014, Chin. J. Rock Mech. Eng, V33, P3384, DOI DOI 10.13722/J.CNKI.JRME.2014.S1.111
[8]  
Gao Y, 1996, J CHINA COAL SOC, V1, P51
[9]   Hanging Wall Pressure Relief Mechanism of Horizontal Section Top-Coal Caving Face and Its Application-A Case Study of the Urumqi Coalfield, China [J].
Guo, Jinshuai ;
Ma, Liqiang ;
Wang, Ye ;
Wang, Fangtian .
ENERGIES, 2017, 10 (09)
[10]   Coal mining impacts on water environs around the Barapukuria coal mining area, Dinajpur, Bangladesh [J].
Howladar, M. Farhad .
ENVIRONMENTAL EARTH SCIENCES, 2013, 70 (01) :215-226