Determination of the source parameters of the northeast Lingshan, Guangxi, M6 ¾ earthquake on April 1, 1936
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摘要: 本文收集了1936年4月1日2时至3时(UTC)全球168个台站的仪器记录, 根据1936年4月1日广西灵山县东北部M6 ¾地震的宏观震中(22.5°N,109.4°E)和计算所得各台站初至P波的到时残差,将168个台站的数据与灵山主震进行关联或相关性分析.最终有13个台站的数据与灵山主震关联成功,其中7—8个台站的到时数据参与了定位计算.分别利用我国国家测震台网的常规定位方法和技术以及ISC的定位方法和技术对灵山主震进行重新定位,两种重定位方法得到的灵山主震震中相距47.6 km,经过比较,我国国家测震台网的定位方法和技术更适合灵山主震的数据特点.Abstract: The records of 168 global seismographic stations from 2 to 3 o′clock (UTC) on April 1, 1936 have been collected in order to locate the strong earthquake M6 ¾ occurred in northeast Lingshan of Guangxi. The station readings were grouped and associated based on the macro-epicenter of Lingshan mainshock (22.5°N, 109.4°E) and the initial P wave residuals of the seismic stations. Finally records of thirteen stations were successfully associated to Lingshan mainshock, and phase arrivals of 7--8 stations contributed to the event relocation. The routine location method and model of China National Seismic Network Center and ISCloc have been used to relocate the Lingshan mainshock, and the relocation results show that the distance between the two relocated epicenters is about 47.6 km. By comparison, the routine location method and model of China National Seismic Network Center are more suitable for the data with the poor observational conditions of Lingshan mainshock.
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感谢两位审稿专家提出的宝贵意见.河北省地震局刁桂苓研究员、中国地震局地球物理研究所陈培善研究员和金严研究员对本文的研究工作提出了建议;匈牙利科学院István Bondár博士和ISC Domenico Di Giacomo博士帮助调试软件和收集数据;中国地震局地球物理研究所赵荣国高工和李学勤副研究馆员、上海市地震局时军高工、寿海涛高工和蔡旭荣高工帮助查阅文献和分析地震图, 作者在此一并表示感谢.
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图 1 1936年4月1日灵山M6 ¾地震的等震线图
(引自中国地震局震害防御司,1999)
Figure 1. The isoseismal map of Lingshan M6 ¾ earthquake on April 1, 1936
(after Department of Earthquake Disaster Prevention, China Earthquake Administration, 1999)
图 3 灵山主震震中和相应的全球台站分布
Figure 3. Location of the epicenter of Lingshan mainshock and distribution of the corresponding global stations used for location
Green triangles stand for 13 global stations associated to Lingshan mainshock successfully, and blue triangles for seven global stations used for the relocation with the routine location method and model of China National Seismic Network Center, and red triangles for eight global stations used for the relocation with ISCloc
表 1 CENC和ISCloc的主要差别
Table 1 The main differences of location methods of CENC and ISCloc
方法 走时模型 定位所用数据类型 走时误差 CENC J-B 初至P波震相 不相关(各自独立) ISCloc AK135 多种震相 相近的传播路径上相关 注:CENC表示我国国家测震台网常规的定位方法和技术,ISCloc表示ISC的定位方法和技术,下同. 表 2 两种方法和技术对灵山主震参数测定的结果
Table 2 The parameters of Lingshan mainshock determinated by two different methods and techniques
方法 发震时刻
时:分:秒发震时刻误差/s 走时均方差/s 震中 震中误差椭圆 震源深度
/km深度误差
/km台站数 Gap
/°最小震中距
/°最大震中距
/°MS 北纬/° 东经/° 长半轴
/km短半轴
/km长轴走向/° CENC 02:12:20.10 3.64 3.49 22.61 109.34 45.1 32.9 0 9 27.4 7 185 12.60 120.40 7.0 ISCloc 02:12:17.88 1.88 3.64 22.37 109.70 47.6 22.0 162 10.0f - 8 185 13.66 120.54 - 注:深度数据中的“f”表示默认(缺省)值,Gap为台站最大空隙角. -
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