首页|煤矿井下含水层超前疏放水钻孔涌水量衰减规律数值模拟分析

煤矿井下含水层超前疏放水钻孔涌水量衰减规律数值模拟分析

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钻孔涌水量衰减规律可以为煤矿失水灾害提供一种有效治理手段,为了保证煤矿的安全生产,对煤矿井下含水层超前疏放水钻孔涌水量衰减规律进行数值模拟分析.以Q煤矿为研究对象,结合SEEP/W软件,模拟分析钻孔涌水量的变化规律,构建了涌水量衰减规律数值模拟模型,实现对钻孔涌水量衰减规律的预测.结果表明,增大初始水头和渗透系数后,钻孔的峰值涌水量和似稳定涌水量增大;增大弹性给水度,钻孔的峰值涌水量增大,而似稳定涌水量保持稳定;随着钻孔孔径、钻孔仰角与斜长的增大,钻孔的峰值涌水量和似稳定涌水量都逐渐增大;增大钻孔的数量和覆盖范围后,单个钻孔、钻区的涌水衰减明显,位于钻区中心的钻孔,其疏水能力受到群孔的干扰最大.
Numerical simulation analysis of the attenuation law of water inflow from drilling holes for advanced drainage of aquifer in coal mines
The attenuation law of water inflow from boreholes can provide an effective control method for coal mine water loss disasters.In order to ensure the safety production of coal mines,a numerical simulation analysis of the attenuation law of water inflow from boreholes for advanced drainage of water in underground aquifers of coal mines is proposed.Taking Q coal mine as the research object,combined with SEEP/W software to accurately simulate and analyze the variation law of drilling water inflow,a numerical simulation model of water inflow attenuation law was constructed to achieve numerical simulation of drilling water inflow attenuation law.The results show that as the initial head and permeability coefficient increase,the peak water inflow and quasi stable water inflow of the borehole also increase.The increase in elastic water content will lead to an increase in the peak water inflow of the borehole,while the seemingly stable water inflow remains stable.As the borehole diameter,elevation angle,and slope length increase,the peak water inflow and quasi stable water inflow of the borehole gradually increase.After increasing the number and coverage of boreholes,the water inflow attenuation of individual boreholes and drilling areas is significant.The boreholes located in the center of the drilling area are most affected by the interference of group boreholes in terms of drainage capacity.

advance drainage of waternumerical simulationattenuation lawwater inflowunderground aquiferdrilling

赵常凤、刘正文、沈礼锋、宋峰、张亮、张洪波

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山东省煤田地质局第一勘探队,山东青岛 266500

山东省非煤矿山钻探应急救援中心,山东青岛 266500

超前疏放水 数值模拟 衰减规律 涌水量 井下含水层 钻孔

2024

矿冶
北京矿冶研究总院

矿冶

CSTPCD
影响因子:0.78
ISSN:1005-7854
年,卷(期):2024.33(1)
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