Cao Y,Fu H,Zhang H J,Chen Y K,Huang J P. 2018. Characteristics of P wave velocity structure changes before and after impoundment in Nuozhadu reservoir,Pu’er,Yunnan. Acta Seismologica Sinica,40(6):701−718. doi:10.11939/jass.20180028. DOI: 10.11939/jass.20180028
Citation: Cao Y,Fu H,Zhang H J,Chen Y K,Huang J P. 2018. Characteristics of P wave velocity structure changes before and after impoundment in Nuozhadu reservoir,Pu’er,Yunnan. Acta Seismologica Sinica,40(6):701−718. doi:10.11939/jass.20180028. DOI: 10.11939/jass.20180028

Characteristics of P wave velocity structure changes before and after impoundment in Nuozhadu reservoir,Pu’er,Yunnan

  • Using both absolute arrival time, relative arrival time and waveform correlation data of Nuozhadu reservoir earthquake events, we obtained seismic relocation and 3D P wave velocity structure of three periods by double-difference seismic tomography method. The results show that after the reservoir impoundment, a large number of earthquakes occurred at the reservoir area, and the aftershocks after relocation is mostly located at the depth within 10 km, especially in the range of less than 5 km, which is basically consistent with the previous result that the depth of reservoir-induced earthquake is less than 10 km. With the increase of water storage, the reservoir water penetrates along the fault, the pore pressure changes, which causes earthquakes-increased-area to extend to the Heihe river and the middle part of the Lancangjiang river, and further to the Weiyuanjiang and the Xiaoheijiang rivers. The P wave velocity in these regions is reduced. The maximum depth of the overall reservoir seepage is less than 7 km.
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