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Determination and identification of focal mechanism solutions for Himalayan earthquakes from waveform inversion employing ISOLA software

机译:使用ISOLA软件通过波形反演确定和识别喜马拉雅地震震源机制解

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摘要

ISOLA software has been used to determine moment tensor solutions by using the single-station three-component seismogram data. This will be useful and worthwhile for analysis of the earthquakes occurred in Himalayan region, where well azimuthal coverage data are not available. Two earthquakes occurred in Garhwal Himalaya on 21 September 2009 (M (w) 5.2) near Uttarkashi and on 3 May 2010 (M (w) 4.1) near Ghansali with known fault plane solutions from polarity inversion have been used to identify and verify the obtained moment tensor solutions from waveform inversion. The focal mechanism solutions of 21 September 2009 and 3 May 2010 estimated by two different independent schemes, i.e. single- and multiple-station waveform inversion and polarity inversion, have been found in agreement. Also the magnitude estimated by waveform inversion agrees with the report by various agencies. The inversion has been performed by using maximum azimuthal coverage data as well as using only single-station data. The frequency bands used for inversion of 21 September 2009 and 3 May 2010 are 0.02-0.11 and 0.08-0.20 Hz, respectively. These bands correspond to the maximum signal-to-noise ratio. The solutions estimated by polarity inversion, maximum-station data and single-station data have almost similar focal mechanism parameters. This infers that if an accurate crustal velocity structure, hypocentre location and a proper frequency band have been used, then moment tensor solutions can be estimated by single-station waveform data.
机译:通过使用单站三分量地震图数据,已使用ISOLA软件确定矩张量解。这对于分析没有很好的方位角覆盖数据的喜马拉雅地区发生的地震将是有用和有价值的。 2009年9月21日在Uttarkashi附近的Garhwal喜马拉雅山发生了两次地震,在Ghansali附近的2010年5月3日(M(w)4.1)发生了两次地震,利用极性反演的已知断层解来识别和验证波形反演的矩张量解。在协议中找到了通过两种不同的独立方案(即单站和多站波形反演和极性反演)估算的2009年9月21日和2010年5月3日的震源机制解。通过波形反演估算的幅度也与各个机构的报告一致。通过使用最大方位角覆盖数据以及仅使用单站数据来执行反演。 2009年9月21日和2010年5月3日用于反演的频段分别为0.02-0.11和0.08-0.20 Hz。这些频带对应于最大信噪比。由极性反演,最大测站数据和单测站数据估计的解具有几乎相似的震源机制参数。这表明,如果使用了准确的地壳速度结构,偏心位置和适当的频带,则可以通过单站波形数据来估算矩张量解。

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