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煤岩界面识别的声学建模

Acoustic modeling of coal-rock interface identification

  • 摘要: 为解决煤岩界面识别问题,采用声学探测法,依据声波在水煤、煤岩界面反射、折射时,在界面处满足声压连续和质点速度连续的物理性质,建立了声学传输路径模型。考虑到经过分界面的声波在介质中传播的同时存在介质衰减,推导出声波在水、煤、岩3种介质传输时于水煤、煤岩2个界面传播、反射的回波公式,构成路径传输煤岩识别声学模型。该模型为包含不同介质的声吸收系数、特性阻抗、厚度和声波频率、幅值比模数的非线性方程。通过搭建煤岩识别试验平台,水听器作为声波收发仪器,与信号发生器、示波器构成收发系统和分析装置,使用SIMULINK模拟声波收发及建模过程,标定介质的声吸收系数,求解发射、接收声波的幅值比模型方程获得煤层厚度、水层厚度数值解,从而验证了模型的可行性。仿真试验表明,理论煤厚识别误差为0.03 m,后续将通过现场试验进一步验证。

     

    Abstract: In order to solve the problem of coal-rock interface identification,based on the acoustic detection method,according to the sonicwave reflection and refractio n at the water-coal interface and coal-rock interface which met the physical properties of the acoustic pres-sure continued and particle velcity continued at the interface,a n acoustic transmission path model was established. In consideration ofthe medium attenuation existed in the transmission of the sonic waves at the interfaces in the medi um,two transmission and reflection echoformulas of the water-coal and coal-rock interfaces were derived when the sonic waves transmitted in the water,coal and rock three medi-ums, and the acoustic model of the path transmission coal-rock identification was established. The model was a nonlinear equation,inclu-ding different medium sound absorption coefficient,characteristic impedance,thickness and acoustic wave frequency and amplitude rati-o modulus. With the establishment on the experiment platform of the coal-rock identification,the hydrophone as the sonic wave transceiv-er made up transmit-receive system and analysis device with the signal generator and oscillograph. The SIMULINK was applied to simulatethe acoustic wave transmit-receive and modeling process,to calibrate the sound absorption coefficient of the medium and to solve th e am-plitude ratio model equation of the acoustic wave transmission and receiving to have the seam thickness and water thickness numerical val-ues and thus the feasibilit y of the model was verified. The analogue simulation showed that the theoretical identification error of the seamthickness was 0. 03 m and the further verified with the site t est would be conducted.

     

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