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Relationship between water inrush from coal seam floors and main roof weighting

机译:煤层底板突水与主顶板权重的关系

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摘要

A water-resistant key strata model of a goaf floor prior to main roof weighting was developed to explore the relationship between water inrush from the floor and main roof weighting. The stress distribution, broken characteristics, and the risk area for water inrush of the water-resistant key strata were analysed using elastic thin plate theory. The formula of the maximum water pressure tolerated by the waterresistant key strata was deduced. The effects of the caved load of the goaf, the goaf size prior to main roof weighting, the advancing distance of the workface or weighting step, and the thickness of the waterresistant key strata on the breaking and instability of the water-resistant key strata were analysed. The results indicate that the water inrush from the floor can be predicted and prevented by controlling the initial or periodic weighting step with measures such as artificial forced caving, thus achieving safe mining conditions above confined aquifers. The findings provide an important theoretical basis for determining water inrush from the floor when mining above confined aquifers.
机译:建立了采空区底板在主顶板权重之前的防水关键层模型,以研究底板的涌水量与主顶板权重之间的关系。利用弹性薄板理论分析了耐水关键层的应力分布,破坏特征和突水危险区。推导了防水关键层所能承受的最大水压公式。采空区的塌陷载荷,采空区主顶重之前的采空区尺寸,工作面或加重步距的前进距离以及耐水关键层的厚度对耐水关键层的破坏和不稳定性的影响是分析。结果表明,通过控制诸如人工强制放水等措施的初始或定期称重步骤,可以预测和防止从地面涌水,从而在受限含水层之上实现了安全的开采条件。这些发现为确定在承压含水层之上开采时从地面涌水提供了重要的理论基础。

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