Method for evaluating the possibility of water inrush from coal seam roof aquifer

被引:0
|
作者
Li C. [1 ,2 ]
机构
[1] Xi'an Research Institute of China Coal Technology and Engineering Group Corp, Xi'an
[2] Shaanxi Key Laboratory of Coal Mine Hazard Prevention and Control Technology, Xi'an
来源
Li, Chaofeng (lichaofeng007@163.com) | 1600年 / China Coal Society卷 / 45期
关键词
Coefficient of water inrush; Groundwater; Huanglong coal field; Identification of water inrush; Type of water inrush;
D O I
10.13225/j.cnki.jccs.2019.1634
中图分类号
学科分类号
摘要
In order to develop the method for evaluating the possibility of water inrush from coal seam roof aquifer in China, combined with the geological and hydrogeological conditions of typical mines in Huanglong coalfield, this paper defines the coefficient of water inrush and proposes the standards and method of "the coefficient of water inrush method" to evaluating degree of water inrush from roof aquifer, and also gives the typical map of water inrush type such as "R-H grid map" and "R-H triangle map". In addition, this paper defines the "coefficient of water inrush" as "the product of ratio of thickness of aquiclude between coal seam and main aquifer and ratio between thickness from the height of water flowing fractured zone to the bottom of the main aquifer and distance from the coal seam to the main aquifer", and also gives the calculation formula. There are three types and five forms of water inflow from roof aquifer in Huanglong coalfield. Three types of water inflow include continuous water inflow from roof aquifer, water inflow from coal seam roof separation space, and water inflow with sand/mud from roof aquifer. Five forms of water inflow include small water inflow from roof aquifer, huge water inflow from roof aquifer, occasional water inflow from coal seam roof separation space, frequent water inflow from coal seam roof separation space, water inflow with sand/mud from roof aquifer. The research results show that: According to the value of "coefficient of water inrush", the water inrush from coal seam roof aquifer can be divided into four grades. At first level (D>0.2), the water inflow is small and its influence is also small. At second level (-0.25<D≤0.2), the water inflow and its influence are all moderate. At third level (-0.5<D≤-0.25), the water inflow influence is great and threatening. At fourth level (D≤-0.5), the water inflow influence is extremely great and extremely threatening. The criteria of water inrush from roof aquifer in Huanglong coal field consist of small water inflow from roof aquifer, ranging 120 m<H<190 m and 0.41<R<0.54 and -0.50<D<0.12; huge water inflow from roof aquifer, ranging 60 m<H≤120 m and 0.24<R≤0.54 and D≤-2.0; frequent water inflow from coal seam roof separation space, ranging 190 m≤H<250 m and 0.54≤R<0.80; occasional water inflow from coal seam roof separation space, ranging 250 m≤H<320 m and 0.54≤R<0.80; and water inflow with sand/mud from roof aquifer, ranging H≤60 m and R≥0.80. 3) This paper also gives the typical map of water inrush type of Huanglong coal field, such as "R-H grid map" and "R-H triangle map". When using these two maps, firstly the values of R and H of the mine are calculated, secondly, the area of the mine is drawn in the maps, then, it is easy to find the water inrush type of the mine. © 2020, Editorial Office of Journal of China Coal Society. All right reserved.
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页码:384 / 392
页数:8
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共 28 条
  • [1] WANG Shuangming, DUAN Zhonghui, MA Li, Et al., Research status and future trends of geological assurance technology for coal green development in western China, Coal Science and Technology, 47, 2, pp. 1-6, (2019)
  • [2] GU Dazhao, ZHANG Yong, CAO Zhiguo, Technical progress of water resource protection and utilization by coal mining in China, Coal Science and Technology, 44, 1, pp. 1-7, (2016)
  • [3] LU Yuguang, XIAO Qinghua, CHENG Jiulong, Mechanism and prevention of water-sand inrush in soft rock with weakly abundant water: A case study in Shanghai temple mining area, Journal of China Coal Society, 44, 10, pp. 3154-3163, (2019)
  • [4] LIANG Zhuqing, SUN Hui, SHI Minxue, Grouting technique for water-blocking in construction of main inclined shaft in Hetaoyu coal mine, Mining safety & environmental protection, 42, 1, pp. 105-108, (2015)
  • [5] GUO Xiaoming, DONG Shuning, LIU Yingfeng, Et al., Formation mechanism of mud and sand inrush disaster during the mining of deep-buried coal seam, Journal of Mining & Safety Engineering, 36, 5, pp. 889-897, (2019)
  • [6] WU Qiang, CUI Fangpeng, ZHAO Suqi, Et al., Type classification and main characteristics of mine water disasters, Journal of China Coal Society, 38, 4, pp. 561-565, (2013)
  • [7] HU Weiyue, TIAN Gan, Mine water disaster type and prevention and control countermeasures in China[J], Coal Science and Technology, 38, 1, pp. 92-96, (2010)
  • [8] GUI Herong, LIN Manli, SONG Xiaomei, Research on pore water and disaster prevention in China coalmines[J], Water Practice & Technology, 11, 3, pp. 531-539, (2016)
  • [9] LU Q, LI X, LI W, Et al., Risk evaluation of bed-separation water inrush: A case study in the yangliu coal mine [J], Mine Water and the Environment, (2018)
  • [10] CAO Haidong, Mechanism and control technology of water inrush from secondary separated bed on coal seam roof, Coal Geology & Exploration, 45, 6, pp. 90-95, (2017)