摘要
基于首都圈地震台网观测数据,利用Hypo2000方法对2016-09-10河北唐山M4.1地震主震震中进行准确测定。采用近震波形反演方法,确定主震的最佳双力偶震源机制解为:节面Ⅰ走向122°、倾角60°、滑动角-42°;节面Ⅱ走向236°、倾角54°、滑动角-142°;矩震级约为M W4.3。结合近震深度震相sPL确定主震的震源深度约为6 km。使用双差定位法对余震进行重新精确定位,结果显示,余震深度集中分布在4~9 km,整体形态近于铅直,表明发震断层面具有倾向北西、倾角较陡的特点,与节面Ⅱ的性质较为一致,据此推测节面Ⅱ为发震断层面,节面Ⅰ为辅助面。将发震断层面参数与震源区附近断层性质进行对比分析认为,发震断层应为唐山断裂带中唐山-丰南断裂。
Based on the observation data recorded by Capital circle earthquake network,the mainshock epicenter of the 2016-09-10 Tangshan M4.1 earthquake is accurately determined by the Hypo2000 method.The best double-couple solution of the planeⅠof the mainshock is 122°,60°,and-42°for strike,dip,and rake angle respectively;the planeⅡis 236°,54°,and-142°;the moment magnitude is M W4.3,which are analyzed by local waveforms inversion method.Combining with local earthquake depth phase sPL,the focal depth is determined as 6 km.The aftershocks are relocated by hypoDD,the results show that the focal depths are in the range of 4~9 km,distributed within a straight zone,indicating that the seismogenic fault should be a NE-trending fault with high dip,the characteristic of which is consistent with planeⅡ.We infer that planeⅡis the seismogenic fault plane,and plane I is the auxiliary plane.Compared the parameters of the seismogenic fault with the properties of local faults,it shows that the seismogenic fault of Tangshan earthquake should be the Tangshan-Fengnan fault.
作者
尹宏伟
高登平
梁丽环
韩文英
刘静
李凤
YIN Hongwei;GAO Dengping;LIANG Lihuan;HAN Wenying;LIU Jing;LI Feng(Shenzhou Seismic Station of Hebei Earthquake Agency,28 Hengcheng Road,Shenzhou 053800,China;Shijiazhuang Central Seismic Station of Hebei Earthquake Agency,262 Huaizhong Road,Shijiazhuang 050021,China)
出处
《大地测量与地球动力学》
CSCD
北大核心
2020年第7期688-691,共4页
Journal of Geodesy and Geodynamics
基金
中国地震局“三结合”课题(3JH-201901068)。
关键词
唐山M4.1地震
近震波形
震源参数
发震构造
Tangshan M4.1 earthquake
local waveforms
focal parameters
seismogenic structure