伍德拉克裂谷地区的海底地震仪方位和地壳结构

高佳 于有强

高佳,于有强. 2023. 伍德拉克裂谷地区的海底地震仪方位和地壳结构. 地震学报,45(3):1−21 doi: 10.11939/jass.20220091
引用本文: 高佳,于有强. 2023. 伍德拉克裂谷地区的海底地震仪方位和地壳结构. 地震学报,45(3):1−21 doi: 10.11939/jass.20220091
Gao J,Yu Y Q. 2023. Ocean bottom seismograph orientation and crustal structure of the Woodlark Rift. Acta Seismologica Sinica,45(3):1−21 doi: 10.11939/jass.20220091
Citation: Gao J,Yu Y Q. 2023. Ocean bottom seismograph orientation and crustal structure of the Woodlark Rift. Acta Seismologica Sinica45(3):1−21 doi: 10.11939/jass.20220091

伍德拉克裂谷地区的海底地震仪方位和地壳结构

doi: 10.11939/jass.20220091
基金项目: 国家自然科学基金面上项目(42074052)、上海市青年科技启明星计划项目(22QA1409600)和上海佘山地球物理国家野外科学观测研究站开放基金(2020K04)共同资助
详细信息
    作者简介:

    高佳,硕士研究生,主要从事接收函数方面的地壳构造研究,e-mail:1179367666@qq.com

    通讯作者:

    于有强,博士,副教授,主要从事裂谷深部构造方面的研究,e-mail:yuyouqiang@tongji.edu.cn

  • 中图分类号: P315.31

Ocean bottom seismograph orientation and crustal structure of the Woodlark Rift

  • 摘要: 伍德拉克裂谷位于巴布亚新几内亚东南部,是发育在澳大利亚板块和西南太平洋板块碰撞带中的年轻大陆裂谷,为研究汇聚构造背景下裂谷起始演化的地壳结构提供了理想场所。伍德拉克裂谷海域地区海水层的存在使得获取高质量地震数据成为难题,而数据的获取主要依赖海底地震仪(ocean bottom seismograph,缩写为OBS)。OBS的布放一般是自由下落式,其地震计的北向水平分量方位与地理北向通常不一致,这使得利用三分量波形数据的反演结果产生了较大误差甚至失效,例如接收函数方法。为确定伍德拉克裂谷地区OBS水平分量的方位偏转角度,本文同时引入纵波和瑞雷面波偏振分析方法进行方位校正,并利用校正后的三分量波形数据开展接收函数研究,进而约束该裂谷海域地区的地壳结构。结果分析表明,OBS方位校正后,其获得的可用接收函数波形数量显著增多,并且利用纵波偏振分析校正后的数据处理获得了更加合理的地壳结构。基于在该裂谷地区获得的地壳构造结果,基里比斯盆地和裂谷扩张轴所在的古迪纳夫盆地呈现对比鲜明的地壳结构特征:古迪纳夫盆地的地壳厚度朝着裂谷扩张轴处减薄,其平均值为(33.3±2.42) km;基里比斯盆地的地壳厚度更薄,平均值为(24.1±5.44) km。此外,研究区域内所有OBS处均观测到了较高的地壳纵横波速比值,这可能是巴布亚超镁铁质岩体富集和古俯冲残片脱水熔融共同作用的结果。

     

  • 图  1  伍德拉克裂谷地区海底地震仪的分布

    紫色和黑色的圆圈分别表示含有效和无效数据的海底地震仪;红色三角为新生代火山;黑色虚线代表裂谷扩张轴,红色实线为欧文—斯坦利断裂带,绿色实线为地震测线(Fitz,Mann,2013)。右上插图代表了纵波(蓝色圆圈)和瑞雷波偏振分析(红色圆圈)所用的地震事件分布图,其中绿色三角形表示研究区域的中心位置。底部右侧插图中的黄色方块显示了研究区域的具体位置,其中红线为板块边界(Bird,2003

    Figure  1.  Topographic map of the Woodlark rift showing the locations of the ocean bottom seismographs (OBSs)

    The purple and black dots represent OBSs with and without valid data,respectively. Red triangles denote Cenozoic volcanos. The black dashed lines indicate the rift axis. The red line represents the Owen-Stanley fault zone. The green lines are seismic profiles from previous study (Fitz,Mann,2013). The top-right inset presents the events used for the polarization analysis of Rayleigh wave (red circles) and P-wave (blue circles). The green triangle marks the center of the study area. The bottom right inset displays the location of the study area highlighted by the yellow rectangle. The red lines denote the plate boundaries (Bird,2003

    图  2  (a) OBS水平分量的方位偏转示意图,χθ分别为OBS方位偏转角度和相对于北向水平分量的地震后方位角;(b) 地震台站B的瑞雷波偏振分析结果,图中蓝色圆圈为对应单事件最优方位偏转角度,红色虚线为该地震台站最终方位偏转角度115.1°;(c) 地震台站B的纵波偏振分析结果,蓝色虚线表示最佳方位偏转角度108°

    Figure  2.  (a) A schematic map of coordinate system exhibiting the relationship between the geographical North direction,the North component and the back-azimuth (BAZ) of an event. $ \chi $ and θ indicate the sensor orientation and the BAZ of the event relative to the North component,respectively;(b) Example of the Rayleigh-wave polarization analysis from the station B. The blue circles represent the optimal sensor orientations determined from each event based on the maximum correlation coefficient between the vertical and the Hilbert transformed radial components. The red dash line depicts the resulting station orientation 115.1°;(c) The P-wave polarization analysis for determining orientation of station B. The blue dashed line depicts the optimal sensor orientation,which is 108°

    1  台站B瑞雷波(a)与P波(b)径向分量波形随不同台站方位角的变化

    瑞雷波和P波的波形数据分别来自于2010年3月4日和2010年4月30日发生的地震事件,图中红色波形对应最佳台站方位的情况

    1.  Waveform variations of Rayleigh (a) and P (b) waves in the radial component with sensor orientations

    Data for Rayleigh wave and P wave are from events occuring on March 4,2010 and April 30,2010,respectively. The red waveforms in (a) and (b) represent the condition with the optimal sensor orientation

    图  3  地震台站B方位偏转校正前(a)和后(b)的h-κ叠加结果

    上图中黑色和红色线分别为每条接收函数和时间域所有接收函数简单叠加后的波形;下图左侧表示归一化后的h-κ叠加能量图,图中红点为叠加能量最强点,表示最终确定的地壳厚度h和纵横波速比值κvP/vS),NRFs为接收函数数量;右下图表示h-κ叠加能量图中不同纵横波速比值所对应的最大能量点连线。图(b)中蓝色线为校正前接收函数的简单叠加波形

    Figure  3.  h-κ stacking results from representative station B before (a) and after (b) misorientation correction

    The upper panel shows individual (black trace) receiver functions (RFs) and a simple time-domain stack (red trace) of all RFs. The lower left panel illustrates the h-κ plot in which the maximum stacking amplitude (red dot) determines the optimal pair of crustal thickness h and vP/vS ratio κ. NRFs is number of receiver functions. The lower right panel displays the maximum stacking amplitude for each candidate vP/vS ratio in the h-κ plot. The blue trace in Fig.(b) represents the simple stacked RF trace in time domain before misorientation correction

    图  4  瑞雷波和纵波偏振分析得到的OBS方位结果对比图(a)以及本文与Abers等(2016)的地壳厚度结果对比(b)

    Figure  4.  Comparisons of OBS orientations from the Rayleigh-wave and P-wave polarization analyses (a) and crustal thickness from this study and Abers et al (2016),respectively

    2  纵波偏振分析得到的地震台站DEFGHJ的方位偏转角,蓝色虚线对应角度为最终确定的结果

    2.  The P-wave polarization analysis for determining orientations of stations DEFGH and J,respectively. The blue dashed line indicates the optimal sensor orientation

    3  瑞雷波偏振分析得到的地震台站DEFGHJ的方位偏转角度

    蓝色圆点为通过每个地震事件的垂直分量与希尔伯特变换后的径向分量之间的最大相关系数确定的 对应最优方位偏转角,红色虚线为该地震台站的最终方位偏转角

    3.  The Rayleigh-wave polarization analysis for determining orientations of stations DEFGH and J,respectively

    The blue dots represent the optimal sensor orientations determined from each event based on the maximum correlation coefficient between the vertical and the Hilbert transformed radial components. The red dash line depicts the resulting station orientation

    4  各地震台站纵波偏振分析方位偏转校正前(左)后(右)的h-κ叠加结果对比图

    上图中黑线和红线分别为每条接收函数和时间域所有接收函数简单叠加后的波形。下图左侧表示归一化后的h-κ叠加能量图,图中红点为叠加能量最强点,表示最终确定的地壳厚度h和纵横波速比值vP/vSNRFs为接收函数数量。右下图表示h-κ叠加能量图中不同纵横波速比值随对应的最大能量点连线(e) 台站H;(f) 台站J

    4.  h-κ stacking results from station D before (left) and after (right) misorientation correction from the P-wave polarization analysis

    The upper panel shows individual (black trace) receiver functions (RFs) and a simple time-domain stack (red trace) of all RFs. The lower left panel illustrates the h-κ plot in which the maximum stacking amplitude (red dot)determines the optimal pair of crustal thickness and vP/vS ratio. NRFs is the number of receiver functions. The lower right panel displays the maxim stacking amplitude for each candidate vP/vS ratio in the h-κ plot(e) The station H;(f) The station J

    6  OBS方位校正前(a,b)与后(c,d)各台站的地壳厚度和纵横波速比值结果对比图

    6.  Resulting crustal thickness and vP/vS ratios of the stations before (a,b) and after (c,d) misorientation corrections

    5  与附图4类似,但为各地震台站分别经过瑞雷波(左)和纵波(右)偏振分析校正后的地壳结果

    (e) 台站G;(f) 台站H;(g) 台站J

    5.  Same as Suppl. Fig. 4 but for the stations after misorientation corrections from the Rayleigh-wave polarization (left) and P-wave polarization (right) analyses,respectively

    (e) The station G;(f) The station H;(g) The station J

    图  5  方位校正后地壳的平面(a,b)与剖面(c)结果图

    (a) 地壳厚度平面分布图;(b) 纵横波速比值κ平面分布图;(c) 地壳厚度(蓝色三角号)和地壳纵横波速比值(红色圆圈)沿图(a)中AA′测线的剖面结果图,其中上图为地形起伏,中图红色波形为时深转换后的叠加接收函数

    Figure  5.  Planar (a,b) and vertical (c) display of the resulting crustal measurements after misorientation corrections

    (a,b) Crustal thickness and vP/vS ratio in planar view,respectively;(c) Vertical display of crustal thickness (blue triangles) and vertical display of crustal vP/vS ratio (red circles) along the AA′ profile in Fig.(a). The upper panel shows the topography,red traces in the middle panel are the stacked receiver function traces after time-depth conversion

    4  各地震台站纵波偏振分析方位偏转校正前(左)后(右)的h-κ叠加结果对比图

    上图中黑线和红线分别为每条接收函数和时间域所有接收函数简单叠加后的波形。下图左侧表示归一化后的h-κ叠加能量图,图中红点为叠加能量最强点,表示最终确定的地壳厚度h和纵横波速比值vP/vSNRFs为接收函数数量。右下图表示h-κ叠加能量图中不同纵横波速比值随对应的最大能量点连线(a) 台站D;(b) 台站E

    4.  h-κ stacking results from station D before (left) and after (right) misorientation correction from the P-wave polarization analysis

    The upper panel shows individual (black trace) receiver functions (RFs) and a simple time-domain stack (red trace) of all RFs. The lower left panel illustrates the h-κ plot in which the maximum stacking amplitude (red dot) determines the optimal pair of crustal thickness and vP/vS ratio. NRFs is the number of receiver functions. The lower right panel displays the maxim stacking amplitude for each candidate vP/vS ratio in the h-κ plot(a) The station D;(b) The station E

    4  各地震台站纵波偏振分析方位偏转校正前(左)后(右)的h-κ叠加结果对比图

    上图中黑线和红线分别为每条接收函数和时间域所有接收函数简单叠加后的波形。下图左侧表示归一化后的h-κ叠加能量图,图中红点为叠加能量最强点,表示最终确定的地壳厚度h和纵横波速比值vP/vSNRFs为接收函数数量。右下图表示h-κ叠加能量图中不同纵横波速比值随对应的最大能量点连线(c) 台站F;(d) 台站G

    4.  h-κ stacking results from station D before (left) and after (right) misorientation correction from the P-wave polarization analysis

    The upper panel shows individual (black trace) receiver functions (RFs) and a simple time-domain stack (red trace) of all RFs. The lower left panel illustrates the h-κ plot in which the maximum stacking amplitude (red dot) determines the optimal pair of crustal thickness and vP/vS ratio. NRFs is the number of receiver functions. The lower right panel displays the maxim stacking amplitude for each candidate vP/vS ratio in the h-κ plot(c) The station F;(d) The station G

    5  与附图4类似,但为各地震台站分别经过瑞雷波(左)和纵波(右)偏振分析校正后的地壳结果

    (a) 台站B;(b) 台站D

    5.  Same as Suppl. Fig. 4 but for the stations after misorientation corrections from the Rayleigh-wave polarization (left) and P-wave polarization (right) analyses,respectively

    (a) The station B;(b) The station D

    5  与附图4类似,但为各地震台站分别经过瑞雷波(左)和纵波(右)偏振分析校正后的地壳结果

    (c) 台站E;(d) 台站F

    5.  Same as Suppl. Fig. 4 but for the stations after misorientation corrections from the Rayleigh-wave polarization (left) and P-wave polarization (right) analyses,respectively

    (c) The station E;(d) The station F

    表  1  纵波和瑞雷波偏振分析得到的每台OBS方位偏转角χ及其标准差STD

    Table  1.   The resulting OBS orientations χ from analysis of the Rayleigh-wave and P-wave polarization analyses and their standard error STD for each station

    台站瑞雷波偏振分析纵波偏振分析χ*
    χSTD/°χSTD/°
    B 115.1 0.55 108 3.03 116.8
    D 3.0 1.48 356 2.68 0.3
    E 176.0 1.65 168 3.17 183.1
    F 293.1 1.78 310 5.26 301.0
    G 44.2 1.92 29 7.68 47.2
    H 323.0 1.88 319 1.12 324.5
    J 131.8 2.53 144 12.97 143.9
    χ*为Eilon等(2014)基于瑞雷波偏振分析所得。
    下载: 导出CSV

    表  2  本文和前人获得的地壳厚度h和纵横波速比值κ

    Table  2.   Crustal thickness h and vP/vS ratios κ from this and previous studies

    台站北纬/°西经/°h /kmh*/kmκ
    B9.749150.35030.4±0.2127.8±0.531.94±0.028
    D9.943150.70736.7±0.1644.9±0.731.89±0.005
    E10.080150.62134.2±2.69 1.82±0.059
    F9.950150.20031.7±0.9636.2±0.611.90±0.072
    G9.333149.66725.8±0.7331.5±0.842.04±0.039
    H9.000149.66816.8±0.7136.8±0.741.94±0.085
    J8.870149.93429.8±0.6039.2±0.381.99±0.043
    注:h*为Abers等(2016)的结果。
    下载: 导出CSV

    1  不同后方位角Baz组分别求得的方位偏转角χ

    1.   Resulting sensor orientations χ for different backazimuth Baz ranges

    台站Baz∈ [ 0°— 90°) Baz∈ [ 90°—180°) Baz∈ [ 180°—270°) Baz∈ [ 270°,360° ]
    χN χN χN χN
    B 118 2 101 4 110 17
    D 8 2 7 4 354 19
    E 168 1 169 2 168 18
    F 305 1 300 1 300 1 311 11
    G 19 1 19 6 39 1 30 15
    H 309 1 309 7 321 15
    J 134 3 148 11
    注:N表示地震事件的个数。
    下载: 导出CSV

    2  瑞雷波偏振分析方位校正前后的地壳厚度h和纵横波速比κ

    2.   Observations of crustal thickness h and vP/vS ratios κ before and after misorientation corrections from the Rayleigh-wave polarization analysis

    台站北纬/° 西经/°h /kmh*/kmκκ*
    B9.749150.35021.5±0.6230.3±0.201.85±0.0261.95±0.010
    D9.943150.70736.7±0.5936.7±0.341.89±0.0491.89±0.022
    E10.080150.62132.1±1.5624.5±6.911.90±0.0252.14±0.073
    F9.950150.20027.3±0.6929.7±1.902.11±0.472.01±0.161
    G9.333149.66727.5±0.1524.4±1.091.91±0.0132.14±0.031
    H9.000149.66822.8±0.6726.4±2.271.74±0.0811.65±0.028
    J8.870149.93428.2±1.7629.8±0.491.71±0.0732.02±0.036
    注:*为瑞雷波偏振分析校正后得到的地壳结果。
    下载: 导出CSV
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