Research on the objective function of microseismic source location and its adaptive recognition algorithm
LI Tao1,2,CHEN Bingrui1,2,ZHU Xinhao1,2,WANG Xu1,2,XIE Mingxing3
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. University of Chinese Academy of Sciences,Beijing 100049,China;
3. Beiminghe Iron Mine of Minmetals Hanxing Mining Co.,Ltd.,Handan,Hebei 056300,China)
Abstract:To solve the problem of how to choose the objective function in microseismic(MS) source location for achieving better location effect,the objective function of 3 kinds of traditional location methods are analyzed,including typical MS location(TMSL) method,the time difference(TD) method and velocity difference(VD) method without pre-measuring velocity. A new objective function without pre-measuring velocity,named time method (TM),based on joint inversion of the seismogenic time and MS source coordinates. Through the division of the number of arrival time of trigger sensors,based on the location principle of time difference,combining the expression of objective functions and the sensor array,the correlation and convergence of 4 kinds of objective functions are analyzed theoretically. The position relationship of MS source and sensor array corresponding to the existence of multiple solutions of 4 kinds of objective functions are listed in detail. Based on the comprehensive analysis of the applicability of 4 kinds of objective functions,an adaptive recognition algorithm for MS source location objective function(ARAOF) is proposed. Firstly,based on the blasting test data,the average location errors of 4 kinds of objective functions in the monitoring area are calculated. Secondly,the average location errors of 4 kinds of objective functions are compared to determine the selection order of the objective function and the objective function with the minimum average location error is selected preliminarily. Finally,according to the number,arrival time and coordinate information of trigger sensors for MS events,combining the correlation and convergence of 4 kinds of objective functions,the unstable objective function is excluded and the optimal objective function of MS events is determined. The field test of the Beiminghe iron mine in Hebei province shows that stability and location accuracy of ARAOF method is superior to TMSL method,TD method,VD method and TM method, and its average location accuracy is 34.81%,44.63%,74.7% and 27.09% higher than that of TMSL method,TD method,VD method and TM method respectively,which has important practical application value.
李 涛1,2,陈炳瑞1,2,朱新豪1,2,王 旭1,2,谢明星3. 微震源定位目标函数及其自适应识别算法研究[J]. 岩石力学与工程学报, 2021, 40(S2): 3137-3146.
LI Tao1,2,CHEN Bingrui1,2,ZHU Xinhao1,2,WANG Xu1,2,XIE Mingxing3. Research on the objective function of microseismic source location and its adaptive recognition algorithm. , 2021, 40(S2): 3137-3146.
[1] OBERT L,DUVALL W I. Use of subaudible noises for the prediction of rock bursts. Part II[R]. United States:Bureau of Mines Publication,1942.
[2] OBERT L. The microseismic method:discovery and early history[C]// Proceedings of the First Conference on Acoustic Emission/Microseismic Activity in Geological Structures and Materials. Clausthal-Zellerfeld:Trans Tech Publications,1975:11–12
[3] MENDECKI A J. Seismic monitoring in mines[M]. 1st ed. London:Chapman and Hall Press,1997:178–244.
[4] 李庶林,尹贤刚,郑文达,等. 凡口铅锌矿多通道微震监测系统及其应用研究[J]. 岩石力学与工程学报,2005,24(12):2 048–2 053. (LI Shulin,YIN Xiangang,ZHENG Wenda,et al. Study on multichannel microseismic monitoring system and its application in FanKou lead-zinc mine[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(12):2 048–2 053.(in Chinese))
[5] 陈炳瑞,冯夏庭,符启卿,等. 综合集成高精度智能微震监测技术及其在深部岩石工程中的应用[J]. 岩土力学,2020,41(7):2 422–2 431.(CHEN Bingrui,FENG Xiating,FU Qiqing,et al. Integration and high precision intelligence microseismic monitoring technology and its application in deep rock engineering[J]. Rock and soil Mechanics,2020,41(7):2 422–2 431.(in Chinese))
[6] LESNIAK A,ISAKOW Z. Space-time clustering of seismic events and hazard assessment in the Zabrze-Bielszowice coal mine,Poland[J]. International Journal of Rock Mechanics and Mining Sciences,2009,46(5):918–928.
[7] 陈炳瑞,冯夏庭,曾雄辉,等. 深埋隧洞TBM掘进微震实时监测与特征分析[J]. 岩石力学与工程学报,2011,30(2):275–283. (CHEN Bingrui,FENG Xiating,ZENG Xionghui,et al. Real-time microseismic monitoring and its characteristic analysis during TBM tunneling in deep buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(2):275–283.(in Chinese))
[8] 戴 峰,郭 亮,徐奴文,等. 基于异向波速模型的微震定位改进[J]. 地球物理学报,2016,59(9):3 291–3 301.(DAI Feng,GUO Liang,XU Nuwen,et al. Improvement of microsseismic location based on an anisotropic velocity model[J]. Chinese Journal of Geophysics,2016,59(9):3 291–3 301.(in Chinese))
[9] MANSUROV V A. Prediction of rockbursts by analysis of induced seismicity data[J]. International Journal of Rock Mechanics and Mining Sciences,2001,38(6):893–901.
[10] MILEV A M,SPOTTISWOODE S M,RORKE A J,et al. Seismic monitoring of a simulated rock burst on a wall of an underground tunnel[J]. Journal of the South African Institute of Mining and Metallurgy,2001,101(5):253–260.
[11] HIRATA A,KAMEOKA Y,HIRANO T. Safety management based on detection of possible rock bursts by AE monitoring during tunnel excavation[J]. Rock Mechanics and Rock Engineering,2007,40(6):563–576.
[12] YANG C X,LUO Z Q,HU G B,et al. Application of a microseismic monitoring system in deep mining[J]. Journal of University of Science and Technology Beijing,2007,14(1):6–8.
[13] URBANCIC T I,TRIFU C I. Recent advances in seismic monitoring technology at Canadian mines[J]. Journal of Applied Geophysics,2000,45(4):225–237.
[14] GEIGER L. Probability method for the determination of earthquake epicenters from arrival time only[J]. Bulletin of Saint Louis University,1912,8:60–71.
[15] 唐国兴. 用计算机确定地震参数的一个通用方法[J]. 地震学报,1979,1(2):186–196.(TANG Guoxing. A general method for determination of earthquake parameters by computer[J]. Acta Seismologica Sinica,1979,1(2):186–196.(in Chinese))
[16] KENNETT B L N,SAMBRIDGE M S. Earthquake location-genetic algorithms for teleseisms[J]. Physics of the Earth and Planetary Interiors,1992,75(1/3):103–110.
[17] SAMBRIDGE M,GALLAGHER K. Earthquake hypocenter location using genetic algorithms[J]. Bulletin of the Seismological Society of America,1993,83(5):1 467–1 491.
[18] 陈炳瑞,冯夏庭,李庶林,等. 基于粒子群算法的岩体微震源分层定位方法[J]. 岩石力学与工程学报,2009,28(4):740–749.(CHEN Bingrui,FENG Xiating,LI Shulin,et al. Microseismic sources location with hierarchical strategy based on particle swarm optimization[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(4):740–749.(in Chinese))
[19] PRUGGER A,GENDZWILL D. Microearthquake location:a nonlinear approach that makes use of a simplex stepping procedure[J]. Bulletin of the Seismological Society of America,1988,78(2):799–815.
[20] GENDZWILL D,PRUGGER A. Algorithms for micro-earthquake location[C]// Proceedings of the 4th Conference on Acoustic Emission/ Microseismic Activity in Geological Structure and Materials. Publ Clausthal-Zellerfeld:Trans Tech Publications,1989:601–605.
[21] 赵 珠,丁志峰,易桂喜,等. 西藏地震定位──一种使用单纯形优化的非线性方法[J]. 地震学报,1994,16(2):212–219.(ZHAO Zhu,DING Zhifeng,YI Guixi,et al. Earthquake location in Tibet:a nonlinear method using simplex optimization[J]. Acta Seismologica Sinica,1994,16(2):212–219.(in Chinese))
[22] LIENERT B R,BERG E,FRAZER L N. Hypocenter:an earthquake location method using centered,scaled,and adaptively damped least squares[J]. Bulletin of the Seismological Society of America,1986,76(3):771–783.
[23] NELSON G D,VIDALE J E. Earthquake locations by 3D finite difference travel times[J]. Bulletin of the Seismological Society of America,1990,80(2):395–410.
[24] CROSSON R S. Crustal structure modeling of earthquake data. 1. Simultaneous least squares estimation of hypocenter and velocity parameters[J]. Journal of Geophysical Research,1976,81(17):3 036–3 046.
[25] AKI K,LEE W H K. Determination of three-dimensional velocity anomalies under a seismic array using first P arrival times from local earthquakes:1. A homogeneous initial model[J]. Journal of Geophysical Research,1976,81(23):4 381–4 399.
[26] PAVLIS G L,BOOKER J R. The mixed discrete-continuous inverse problem:Application of the simultaneous determination of earthquake hypocenters and velocity structure[J]. Journal of Geophysical Research,1980,85(9):4 801–4 810.
[27] 董陇军,李夕兵,唐礼忠,等. 无需预先测速的微震震源定位的数学形式及震源参数确定[J]. 岩石力学与工程学报,2011,30(10):2 057–2 067.(DONG Longjun,LI Xibing,TANG Lizhong,et al. Mathematical functions and parameters for microseismic source location without pre-measuring speed[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(10):2 057–2 067.(in Chinese))
[28] 李 健,高永涛,谢玉玲,等. 基于无需测速的单纯形法微地震定位改进研究[J]. 岩石力学与工程学报,2014,33(7):1 336–1 346. (LI Jian,GAO Yongtao,XIE Yuling,et al. Improvement of microseism locating based on simplex method without velocity measuring[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(7):1 336–1 346.(in Chinese))
[29] 李 楠. 微震震源定位的关键因素作用机制及可靠性研究[博士学位论文][D]. 徐州:中国矿业大学,2014.(LI Nan. Study on the mechanism and reliability of the key factors of microseismic source location [Ph. D. Thesis][D]. XuZhou:China University of Mining and Technology,2014.(in Chinese))
[30] 周超群. 北洺河铁矿断层破碎带区域巷道掘支施工技术[J]. 有色金属:矿山部分,2021,73(1):1–4.(ZHOU Chaoqun. Construction technology of roadway excavation in fault fracture zone of Beiminghe iron mine[J]. Nonferrous Metals:Mining Section,2021,73(1):1–4.(in Chinese))
[31] FENG G L,FENG X T,CHEN B R,et al. Sectional velocity model for microseismic source location in tunnels[J]. Tunnelling and Underground Space Technology,2015,45:78–83.
[32] FENG G L,FENG X T,CHEN B R,et al. A microseismic method for dynamic warning of rockburst development processes in tunnels[J]. Rock Mechanics and Rock Engineering,2015,48(5):2 061–2 076.