Tian Youping, Zhao Aihua. 2016: Automatic identification of P-phase based on wavelet packet and Kurtosis-AIC method. Acta Seismologica Sinica, 38(1): 71-85. DOI: 10.11939/jass.2016.01.007
Citation: Tian Youping, Zhao Aihua. 2016: Automatic identification of P-phase based on wavelet packet and Kurtosis-AIC method. Acta Seismologica Sinica, 38(1): 71-85. DOI: 10.11939/jass.2016.01.007

Automatic identification of P-phase based on wavelet packet and Kurtosis-AIC method

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  • Received Date: May 14, 2015
  • Revised Date: August 16, 2015
  • Published Date: December 31, 2015
  • Automatic identification of P-phase is of significance to the study on earthquake location, earthquake warning and structure of deep earth. Combining wavelet packet transform with Kurtosis-AIC (Akaike information criterion) technology, this paper puts forward a new synthetic method named wavelet packet and Kurtosis-AIC method for automatic recognition of first P-phase. Three scales of discrete wavelet packet transforms are applied to decompose and reconstructure the original recordings three seconds before and after the rough P-wave arrival time, which is picked up by weighted STA/LTA (short term average/long term average) method, then the Kurtosis-AIC values of the three-scale reconstruction signal are calculated respectively and superposed together, finally the minimum value of the superposed AIC curve is taken as the first P-wave arrival time. In order to test the new method, it is applied to theoretically synthetic seismograms and real seismic recording for automatic P-phase arrival time detection. Adding white Gaussian noise and real seismic noise to synthetic seismograms with different SNR, the optimal frequency band of adaptive FIR (finite impulse response) digital filtering is used to improve the SNR and P-wave recognition accuracy of the original signals. The results show that, with respect to the impact of SNR, the accuracy of P-wave identification is more affected by the clarity of first break; our method has greater noise immunity and higher P-wave recognition accuracy as compared to the weighted STA/LTA algorithm and Kurtosis-AIC method. When the first break of P-wave is clear, average absolute error of P-phase arrival time between automatic identification based on our method and manual identification is (0.077±0.075) seconds.
  • 王喜珍. 2004. 小波变换在地震数据压缩和震相到时拾取中的应用研究[D]. 北京: 中国地震局地球物理研究所: 87-90.
    Wang X Z. 2004. Study on Application of Wavelet Transform in Compressing Seismic Data and Picking the Onset Time of Seismic Phase[D]. Beijing: Institute of Geophysics, China Earthquake Administration: 87-90 (in Chinese).
    武东坡. 2004. 震相识别的实时方法研究[D]. 哈尔滨: 中国地震局工程力学研究所: 11-22.

    Wu D P. 2004. Research on the Real-Time Processing Method of Seismic Phase Identification[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 11-22 (in Chinese).
    Wickerhauser M V. 1992. Acoustic signal compression with wavelet packets[G]//Wavelets: A Tutorial in Theory and Application. San Diego, California: Academic Press: 679-700.
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