Characterizing the hydraulic conductivity of rock formations between deep coal and aquifers using injection tests

International Journal of Rock Mechanics and Mining Sciences

Volumn 71, Issue , 2014, Pages 12-18

  Huang, Zhen ^a   Jiang, Zhenquan ^a   Zhu, Shuyun ^a   Qian, Ziwei ^a   Cao, Dingtao ^b  

^a CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

^b Yanzhou Coal Mining   (China)

Author keywords

Floor water inrush; Hydraulic conductivity; Hydraulic fracturing; Water injection tests

Indexed keywords

AQUIFERS; COAL; COAL MINES; FLOORS; HYDRAULIC CONDUCTIVITY; HYDROGEOLOGY; ROCKS; TESTING; WATER INJECTION; SEEPAGE;

BAODIAN COAL MINE; COAL FLOOR; FLOOR WATER INRUSH; HYDRAULIC BEHAVIOR; HYDRAULIC TESTS; INJECTION TEST; LOW PERMEABILITY; RESULT ANALYSIS; ROCK FORMATIONS; WATER INJECTION TESTS;

HYDRAULIC FRACTURING;

COAL MINE; CRACK PROPAGATION; HYDRAULIC CONDUCTIVITY; HYDRAULIC FRACTURE; ROCK MECHANICS; AQUIFER; COAL; FLUID INJECTION; HYDRAULICS; TESTING METHOD;

EID: 84904613338     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2014.06.017     Document Type: Article

References (27)

1. Bogardi A, Duckstein L, Schmieder A, Szidarovszky F Stochastic forecasting of mine water inrushes. Adv Water Resour 1980, 3(1):3-8.
2. Singh RN Mine inundation. Int J Mine Water 1986, 5(2):1-28.
3. Rubio RF, Lorca DF Mine water drainage. Mine Water Environ 1993, 12:107-130.
4. Vutukuri VS, Singh RN Mine inundation - case histories. Mine Water Environ 1995, 14:107-130.
5. Meng ZP, Li GQ, Xie XT A geological assessment method of floor water inrush and its application. Eng Geol 2012, 143-144:51-60.
6. Gu XG, Wang JC, Liu YD Water resistant features of high-risk outburst coal seams and standard discriminant model of mining under water-pressure. Min Sci Technol 2010, 20:797-802.
7. Wang Y, Yang WF, Li M, Liu X Risk assessment of floor water inrush in coal mines based on secondary fuzzy comprehensive evalution. Int J Rock Mech Min Sci 2012, 52:50-55.
8. Morrow C., Byerlee J Permeability of rock samples from Cajon Pass, California. Geophys Res Lett 1988, 15:1033-1036.
9. Li SP, Li YS, Wu ZY Permeability-strain equations corresponding to the complete stress-strain path of Yinzhuang sandstone. Int J Rock Mech Min Sci Geomech Abstr 1994, 31(4):383-391.
10. Wang JA, Park HD Fluid permeability of sedimentary rocks in a complete stress-strain process. Eng Geol 2002, 63:291-300.
11. Jiang ZQ, Ji LJ, Zuo RS, et al. Correlativity among rock permeability and strain, stress under servo-control condition. Chin J Rock Mech Eng 2002, 21(10):1442-1446.
12. Iscan AG, Kok MV, Bagci AS Estimation of permeability and rock mechanical properties of limestone reservoir rocks under stress conditions by strain gauge. J Pet Sci Eng 2006, 53:13-24.
13. Zhu SY, Jiang ZQ, Hou HL, et al. Analytical model and application of stress distribution on mining coal floor. J China Univ Min Technol 2008, 18:13-17.
14. Hanor JS Effective hydraulic conductivity of fractured clay beds at a hazardous waste landfill, Louisiana Gulf Coast. Water Resour Res 1993, 29(11):3691-3698.
15. Brain JC, Zoback MD in situ permeability and fluid permeability and fluid pressure measurements at 2km depth in the Cajon Pass research well. Geophys Res Lett 1988, 15:1029-1032.
16. Le Borgne T, Bour O, Paillet FL, Caudal JP Assessment of preferential flow path connectivity and hydraulic properties at single-borehole and cross-borehole scales in a fractured aquifer. J Hydrol 2006, 328:347-359.
17. Atsushi M, Kunio F Secular change of permeability in the fracture zone near the Nojima fault estimated using strain changes due to water injection experiments. Tectonophysics 2007, 443:193-199.
18. Barbara A, Tomas M, Jesus AU, Inaki A Hydraulic conductivity characterization of a karst recharge area using water injection test and electrical resistivity logging. Eng Geol 2011, 117:90-96.
19. Sanchez MA, Foyo A, Tomillo C Application of the Lugeon test in landfill hydrologic studies. Eng Sci 2006, 12(2):125-136.
20. Ku CY, Hsu SM, Chiou LB, Lin GF An empirical model for estimating hydraulic conductivity of highly disturbed clastic sedimentary rocks in Taiwan. Eng Geol 2009, 109:213-223.
21. Zhang XM, Jiang ZM, Feng SR, et al. Study on the determination of permeability coefficient of fractured rock mass under pressure test condition. J Hydroelectr Eng 2011, 30(1):155-159.
22. Dachler R Groundwasserstromung Julius Springer, Wien. 141 pp.
23. Hvorslev MJ. Time lag and soil permeability in groundwater observations (Bulletin), vol. 36, Waterways Experiment Station Corps of Engineers. U.S. Army, Vicksburg, MS, 1951, 50 pp.
24. Hamm SY, Kim M, Cheng JY, Kim JY, Son M, Kim TW Relationship between hydraulic conductivity and fracture properties estimated from packer test and borehole data in a fracture granite. Eng Geol 2007, 92:73-87.
25. Jiang ZM, Chen SD, Feng SR, Zhang XM. Study on the method for evaluating rock mass permeability coefficient. J Hydraul Eng 2010, 10:1228-1233.
26. Le Goc R, de Dreuzy JR, Davy P An inverse problem methodology to identify flow channels in fractured media using synthetic steady-state head and geometrical data. Adv Water Resour 2010, 33(7):782-800.
27. Klepikova MV, Borgne TL, Bour O, de Dreuzy JR Inverse modeling of flow tomography experiments in fractured media. Adv Water Resour 2013, 49:7255-7256.