Study on water inrush warning information of coal seam floor fault structure

IF 1.9 4区 工程技术 Q4 ENERGY & FUELS Energy Exploration & Exploitation Pub Date : 2023-05-01 DOI:10.1177/01445987231155980
Siyu Li, Kai Bian, Guilei Han, Bo Liu, Xi Chen, Hui Sun, Hao Yang, Junbin Chang
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Abstract

Water inrush from coal floor is a gradual process from generation, and development to disaster. In this process, the geophysical information received by the rock mass will show measurable characteristics of the sudden, and the occurrence of water inrush is the inevitable reflection of various characteristics of the sudden in the limit state. In order to study the early warning information before water inrush in working face, based on the fluid-solid coupling theory, similar simulation test and FLAC3D simulation were used to reproduce the water inrush process of the floor fracture structure, to clarify the difference of response characteristics of each physical quantity before and after water inrush, and to calculate the weight value of different physical quantities in the water inrush process combined with entropy method. The results show that when the working face is gradually approaching the penetrating fault, the stress at the water inrush position of the floor rock layer decreases sharply, and the step jump change occurs after reaching the minimum peak value. The water flow shows a stable increase–sudden increase process. Water inrush through fault location water flow presents increasing—stability—the changing process of surge, water pressure appears cliff-like drop. In the sub-emergent stage when water inrush is about to occur in the working face, the variation range of stress and water pressure at the position of water inrush is more intense. The increase rate of stress at the position of water inrush in the floor rock layer increases sharply and reaches the peak value in a short time, while the increase rate of water pressure at the position of water inrush through the fault decreases.
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煤层底板断层构造突水预警信息研究
煤层底板突水是一个从产生、发展到灾害的渐进过程。在此过程中,岩体接收到的地球物理信息会显示出突发性的可测量特征,突水的发生是突发性在极限状态下各种特征的必然反映。为了研究工作面突水预警信息,基于流固耦合理论,采用相似模拟试验和FLAC3D模拟对底板裂隙结构突水过程进行了再现,阐明了突水前后各物理量的响应特征差异,并结合熵值法计算了突水过程中不同物理量的权重值。结果表明:当工作面逐渐接近穿透断层时,底板岩层突水位置应力急剧减小,达到最小峰值后出现阶跃变化;水流呈稳定增加-突然增加的过程。突水通过断层位置水流呈现涌浪增加-稳定-变化过程,水压呈现崖状下降。在工作面即将发生突水的次突水阶段,突水位置的应力和水压变化范围更为剧烈。底板岩层突水位置的应力增加速率急剧增大,并在短时间内达到峰值,而断层突水位置的水压增加速率减小。
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来源期刊
Energy Exploration & Exploitation
Energy Exploration & Exploitation 工程技术-能源与燃料
CiteScore
5.40
自引率
3.70%
发文量
78
审稿时长
3.9 months
期刊介绍: Energy Exploration & Exploitation is a peer-reviewed, open access journal that provides up-to-date, informative reviews and original articles on important issues in the exploration, exploitation, use and economics of the world’s energy resources.
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