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預測陷落柱突水災害的物理模型及理論判據

Physical model and theoretic criterion of the forecast of water inrush caused by collapse columns

  • 摘要: 通過分析滲水井與陷落柱的聯系和區別,借鑒滲水井等相關理論,建立了預測陷落柱突水的物理模型,確定了陷落柱的突水危險區域。陷落柱與采動工作面之間的突水危險區域可分為三部分:陷落柱周邊圍巖塑性破壞區、采場前方塑性破壞區與陷落柱周邊滲透區域。根據彈塑性力學、流體力學的相關理論,推導出了預測陷落柱突水的理論判據,可用于礦井陷落柱突水災害的預測。

     

    Abstract: By analyzing the relation and difference between collapse columns and leakage wells, a physical model of predicting water inrush caused by collapse columns was established in combination with the correlative theories of leakage wells, the hazardous area of water inrush in the model was identified. The hazardous area of water inrush between collapse columns and working face divided into three parts:plastic failure zone around the collapse column, plastic failure zone ahead of the mine stope, and permeability zone around the collapse column. A theoretical criterion of predicting water inrush caused by collapse columns was proposed on the basis of plastoelasticity and hydromeehanies. This criterion can be used to predict water inrush caused by collapse columns in a coal mine.

     

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