段建华. 煤层底板突水综合监测技术及其应用[J]. 煤田地质与勘探, 2020, 48(4): 19-28. DOI: 10.3969/j.issn.1001-1986.2020.04.003
引用本文: 段建华. 煤层底板突水综合监测技术及其应用[J]. 煤田地质与勘探, 2020, 48(4): 19-28. DOI: 10.3969/j.issn.1001-1986.2020.04.003
DUAN Jianhua. Integrated monitoring technology of water inrush from coal seam floor and its application[J]. COAL GEOLOGY & EXPLORATION, 2020, 48(4): 19-28. DOI: 10.3969/j.issn.1001-1986.2020.04.003
Citation: DUAN Jianhua. Integrated monitoring technology of water inrush from coal seam floor and its application[J]. COAL GEOLOGY & EXPLORATION, 2020, 48(4): 19-28. DOI: 10.3969/j.issn.1001-1986.2020.04.003

煤层底板突水综合监测技术及其应用

Integrated monitoring technology of water inrush from coal seam floor and its application

  • 摘要: 底板岩溶水害是华北型煤田较为普遍存在的问题,因其具有隐蔽性、突发性的特点,防治水工作面临巨大的问题和挑战,因此,底板突水监测预警已成为煤矿安全生产过程中的必要措施。底板水害的形成和发生都有一个从孕育、发展到发生的演变过程,在此过程的不同阶段,底板裂隙、岩层视电阻率等均会释放出对应的突水征兆,及时、准确、有效地采集这些信息,根据这些信息判别突水过程中的具体水文地质特征,为建立突水监测系统奠定了基础。根据突水三要素,在葛泉煤矿东井11916工作面,利用井-地-孔微震监测技术和视电阻率监测技术构建了底板突水综合监测系统,对引起突水的导水通道和水源2个要素进行实时监测。监测结果表明:正常情况下,11916工作面回采过程中底板破坏深度为20~25 m,但是在2019年9月14日工作面推进到中间巷道时,运料巷和中间巷来自顶板的压力对底板破坏的叠加作用,以及附近的陷落柱原有破裂,致使该位置底板破坏深度加大,达到30~35 m,底板本溪灰岩水通过导水通道进入运料巷,底板出水2 m3/h,从视电阻率监测结果中不难发现1个低阻异常体从底板下逐步向上发育的过程。利用井-地-孔微震监测技术和视电阻率监测技术构建的底板突水综合监测系统能够捕捉到底板突水征兆,对于预测重特大水害事故的发生具有重要意义和实用价值。

     

    Abstract: Karst water damage in floor is a common problem in North China type coalfield. Because of its characteristics of concealment and emergency, the prevention and control of water is faced with huge problems and challenges, monitoring and early warning technology of floor water inrush has become a necessary measure in the process of the safe production in coal mines. The formation and occurrence of floor water disaster have a process of evolution from conception, development to occurrence. In this process, the corresponding water inrush symptoms will be released in different stages of the floor crack and apparent resistivity of the rock layer. Timely, accurate and effective collection of these information and the specific hydrogeological characteristics in the process of water inrush can be distinguished according to these information. It laid a foundation for the establishment of water inrush monitoring system. According to the three factors of water inrush, an integrated monitoring system of water inrush from the floor is built in the working face 11916 of the east shaft of Gequan mine by using the technology of well ground hole microseismic monitoring and apparent resistivity monitoring. In order to provide a scientific basis for the prediction of water inrush from the floor, the real-time monitoring of the water channel and the water source are carried out. The monitoring results show that under normal conditions, the depth of floor damage in working face 11916 is 20-25 m. However,when the working face was pushed to the middle roadway on September 14, 2019, the superposition effect of the pressure of the haulage roadway and the middle roadway on the floor damage resulted in the increase of the floor damage depth at this location,reaching 30-35 m. The limestone water from Benxi bottom slab entered into the material conveying roadway through the water diversion channel, and the water output from the bottom slab of the working face is 2 m3/h. In addition, from the apparent resistivity monitoring results, we can see the development process of a low resistivity abnormal body from the bottom to the top. The research shows that the integrated monitoring system of water inrush from the bottom slab, constructed by using well ground hole microseismic monitoring technology and apparent resistivity monitoring technology, can capture the signs of water inrush from the bottom slab, It is of great significance and practical value to predict the occurrence of serious and serious water disasters.

     

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