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Title
Maximum water inrush of loose aquifer inXiaobaodang No. 1 Coal Mine
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作者
杨彪麻银斗侯晓冰徐裴
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Author
YANG Biao;MA Yindou;HOU Xiaobing;XU Pei
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单位
陕西小保当矿业有限公司
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Organization
Shaanxi Xiaobaodang Mining Co., Ltd.
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摘要
小保当一号煤矿上部赋存一定高度含水层,面临着复杂的水文地质条件和开采安全风险,矿井安全回采以及涌水量预测问题亟待解决。通过理论预测方法研究小保当一号煤矿的导水裂隙带高度和矿井涌水量。研究表明,小保当一号煤矿导水裂隙带高度为123.21~158.80m,经预测开采工作面正常涌水量178m3/h、已采工作面涌水量202m3/h、掘进工作面涌水量35m3/h、主要井筒大巷涌水量60m3/h,矿井正常涌水量为475m3/h,选择其1.5倍作为矿井最大涌水量以计算系数,预测得到矿井最大涌水量为713m3/h。通过对地质特征和水文地质监测进行分析,制定了相应的防治水措施,建立了完善的排水系统,提供了科学有效的地质保障方案。
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Abstract
plex hydrogeological conditions and mining safety risks. The problems of mine safety mining and water inrush predictionneed to be solved urgently. The purpose of this paper is to study the height of water-conducting fractured zone and mine wa-ter inrush in Xiaobaodang No. 1 Coal Mine by theoretical prediction method. The research shows that the height of water-conducting fractured zone in Xiaobaodang No. 1 Coal Mine is 123. 21 ~ 158. 80 m. It is predicted that the normal water in-rush of mining face is 178 m / h, the water inrush of mined face is 202 m / h, the water inrush of tunneling face is 35 m / h,the water inrush of main shaft roadway is 60 m / h, and the normal water inrush of the mine is 475 m / h. 1. 5 times is se-lected as the calculation coefficient of maximum water inrush of the mine, and the maximum water inrush of the mine is713 m / h. Through the analysis of geological characteristics and hydrogeological monitoring, the corresponding water preven-tion and control measures were formulated, a perfect drainage system was established, and a scientific and effective geolog-ical guarantee scheme was provided.
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关键词
松散含水层矿井涌水覆岩破坏地质保障
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KeyWords
loose aquifer;mine water inrush;overburden destruction;geological guarantee
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DOI