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汶川8.0级地震及其强余震引起的唐山井水位同震响应特征分析

Characteristics of coseismic water level change in Tangshan well induced by M_S8.0 Wenchuan earthquake and its large aftershocks

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【作者】 尹宝军马丽陈会忠黄建平张晁军王武星

【Author】 Yin Baojun1,2,3), Ma Li2) Chen Huizhong2) Huang Jianping2,4) Zhang Chaojun5) Wang Wuxing2,4) 1) Institute of Geophysics, China Earthquake Administration, Beijing 100081, China 2) Institute of Earthquake Science, China Earthquake Administration, Beijing 100036, China 3) Earthquake Administration of Tangshan City, Tangshan 063000, China 4) Graduate University of Chinese Academy of Sciences, Beijing 100049, China 5) China Earthquake Networks Center, Beijing 100045, China

【机构】 中国地震局地球物理研究所中国地震局地震预测研究所唐山市地震局中国科学院研究生院中国地震台网中心

【摘要】 统计了汶川8.0级地震及其强余震引起的唐山井水位同震变化的幅度参数(最大振幅、阶变量)和时间参数(最大振幅时刻,同震持续时间),以及邻近的陡河台记录的地震波的体波和面波的到时.计算分析了同震参数与震级(ML,MS和MW三种震级)、井-震距、震源深度的相关方程及同震参数间的相关关系.结果表明,同震变化量与MS震级的相关性最好,与震源深度和井-震距相关性较弱;同震最大幅度与同震阶变量、同震持续时间相关性很高,水位同震振荡和阶变均来自地震波引起的动应变;水位同震振荡的最大振幅发生在S波至瑞利波时段,水位同震响应是地震波与水文地质环境等多种因素共同作用的结果.

【Abstract】 Wenchuan MS8.0 earthquake and its 15 large aftershocks(MS≥5.4) induced coseismic water level change in the Tangshan well. We statistically analyzed the correlation between the coseismic variation parameters (such as maximum amplitude of oscillations, duration of variation, coseismic stepwise change and difference of variation time) and earthquake parameters (such as magnitude, epicenter distance and focal depth, and corresponding seismic phase type at the same time when the maximum variation amplitude appeared. Seismic phases were recorded by Dohe station, about 16.3 km away from the well). We drew the following conclusions: The main factor affecting water level change is earthquake magnitude, and the epicenter distance and focal depth have a little affection. MS magnitude is the best choice for analyzing coseismic water level variation in comparison with MW and ML. There exists good correlation between the stepwise change amplitude and duration of water level oscillation and the maximum water level change amplitude. They are all caused by dynamic strain induced by seismic waves. The appearing time of maximum amplitude of seismic oscillation is between the arrival of S wave and Rayleigh wave. The water level response is the co-effect of the arrived seismic waves and hydro-geological environment variation.

【基金】 国家自然科学基金(40574020);中国地震局地震预测研究所基本科研业务项目(0207690236)资助;中国地震局地球物理研究所论著09AC1010
  • 【文献出处】 地震学报 ,Acta Seismologica Sinica , 编辑部邮箱 ,2009年02期
  • 【分类号】P315.723
  • 【被引频次】11
  • 【下载频次】137
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