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Method and the system for the analysis of the geological structure and relative stresses in the layers situated over the mining headings in the deep mines

机译:深部矿山掘进方向上方各层地质结构和相对应力的分析方法和系统

摘要

In the proposed method of analysis of geological structure and relative changes in stress in the layers located above the mining workings of an underground mine the data from the mobile measurement data recorder (3) and from the central station of mine seismic system (10) obtained as a result of closely correlated in time recording of low-frequency seismic noise (Dn.cz.) from the surface system and of seismic bursts generated by mining (Dw.cz.) are transmitted to the stationary processing center (1). Then the recorded measurement data in the time windows of preferably 30-seconds, in the form of the 3-axis recordings of low-frequency seismic noise (Dn.cz.) and the seismic bursts generated by mining (Dw.cz.) are processed using the method of seismic interferometry for the noise recordings, and passive velocity and / or attenuation tomography for the recordings of the mine bursts. On this basis the isolines of the transverse wave velocity and the isolines of the longitudinal wave velocity and / or attenuation in the method of passive velocity and / or attenuation tomography are determined for the studied area of the rock mass (7). These will ultimately represent the average state of relative changes in stress () in the layers above the mining workings (B). At the moment of mining burst (W), the parameters of location coordinates (X, Y, and Z) and the calculated time (To) of its occurrence in the outbreak, are correlated with the times (Tp) of the first enters of the longitudinal wave generated by this rock burst in the recordings of the 3-axis low-frequency measuring stations (5) of the wave recorded on the mine surface, and the corresponding rise times of the signal from the first input of the longitudinal wave until the recorded signal of the rock burst (W) reaches the first maximum in each measurement station (5). In the proposed measuring system the stationary processing center (1) is connected, preferably via the GSM modem (2) to the mobile measurement data recorder (3), and to the central station of mine seismic system (10) which is connected to the clock (GPS) and the visualization-signaling module (11) and via the intrinsically safe digital transmission system (12) and the mine tele-transmission network (13) to at least four underground seismometric stations (14) and / or to at least four underground seismic geophone stations (15).
机译:在所提出的地下矿山开采工作上方各层的地质结构和应力相对变化分析方法中,从移动测量数据记录器(3)和矿山地震系统中央站(10)获得的数据由于来自地面系统的低频地震噪声(Dn.cz.)和由采矿产生的地震爆发(Dw.cz.)在时间记录上密切相关的结果被传输到固定处理中心(1)。然后,以低频地震噪声(Dn.cz.)和通过挖掘产生的地震爆发(Dw.cz.)的3轴记录的形式,在优选30秒的时间窗口中记录测量数据。使用地震干涉法的方法处理噪声记录,并使用被动速度和/或衰减层析成像的方法处理雷暴记录。在此基础上,针对岩体的研究区域确定了被动波速度和/或衰减层析成像方法中的横波速度等值线和纵波速度和/或衰减等值线(7)。这些将最终代表采矿工作层(B)上方各层中应力()相对变化的平均状态。在采矿爆发(W)的时刻,位置坐标(X,Y和Z)的参数及其在爆发中的发生时间(To)的计算值与首次进入的时间(Tp)相关。在矿山表面记录的波的3轴低频测量站(5)的记录中,由该岩爆产生的纵波,以及从纵波的第一个输入到信号的相应上升时间在每个测量站(5)中,岩石破裂(W)的记录信号达到第一最大值。在所提出的测量系统中,固定处理中心(1)最好通过GSM调制解调器(2)连接到移动测量数据记录器(3),并连接到矿山地震系统(10)的中央站,该中心站时钟(GPS)和可视化信号模块(11),并通过本质安全的数字传输系统(12)和矿山远程传输网络(13)到达至少四个地下地震台(14)和/或至少四个地下地震检波器站(15)。

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