首页> 外文期刊>Arabian journal of geosciences >Prevention of water and quicksand inrush during extracting contiguous coal seams under the lowermost aquifer in the unconsolidated Cenozoic alluvium--a case study
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Prevention of water and quicksand inrush during extracting contiguous coal seams under the lowermost aquifer in the unconsolidated Cenozoic alluvium--a case study

机译:在未固结新生代冲积层中最下含水层下提取连续煤层时防止水和流沙涌入的案例研究

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Extracting the contiguous coal seams under the lowermost aquifer in the unconsolidated Cenozoic alluvium is apt to water and quicksand inrush. By using a series of investigation methods including empirical formulas, numerical simulation, theoretical analysis, etc., the study focused on the fracture and the excess pore water pressure in the overlying strata in the process of extracting no. 8 coal seam firstly and no. 9 coal seam (under no. 8 coal seam) subsequently in no. 8102 working face of Luling coal mine in the north of Anhui Province of China.When no. 8 coal seam was extracted, the water-conducting fractured zone penetrated into the lowermost aquifer and rapid dissipation of excess pore water pressure above the gob occurred, accompanied by relatively high seepage hydraulic gradient over the headgate and the tailgate. When no. 9 coal seam was extracted, failure did not obviously extend upwards and the excess pore water pressure decreased slowly and a relatively high seepage hydraulic gradient transferred downwards from the headgate to the tailgate in the inclined profile. The safe water head (H_s) in the lowermost aquifer was confirmed to 15.6 m. Therefore, water and quicksand inrush was avoided effectively in the process of extracting the contiguous coal seams by dewatering, controlling mining height, and laying double resistance nets in the working face.
机译:在未固结的新生代冲积层中,从最下层含水层中抽取连续的煤层很容易遇水和流沙涌入。通过采用经验公式,数值模拟,理论分析等一系列研究方法,研究重点是抽采无烟煤过程中上覆岩层的裂缝和超孔隙水压力。首先是8煤层,没有。 9号煤层(在8号煤层以下)随后在8号煤层中。中国安徽省北部Lu陵煤矿8102工作面抽采了8个煤层,导水裂隙带渗透到最下层含水层中,并迅速消散了采空区上方多余的孔隙水压力,并在顶板和后盖上出现了相对较高的渗流水力梯度。当没有。抽采了9个煤层,破坏没有明显地向上扩展,过剩的孔隙水压力缓慢下降,并且相对较高的渗流水力梯度以倾斜的形式从顶板向下移动到尾板。最低含水层的安全水位(H_s)确认为15.6 m。因此,在通过抽水,控制开采高度,在工作面上铺设双阻力网来开采连续煤层的过程中,有效地避免了水和流沙的涌入。

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