地球物理学报
地毬物理學報
지구물이학보
2010年
2期
269-279
,共11页
张国宏%屈春燕%宋小刚%汪驰升%单新建%胡植庆
張國宏%屈春燕%宋小剛%汪馳升%單新建%鬍植慶
장국굉%굴춘연%송소강%왕치승%단신건%호식경
汶川地震%InSAR同震形变场%敏感性迭代拟合算法%滑动分布反演%震源参数
汶川地震%InSAR同震形變場%敏感性迭代擬閤算法%滑動分佈反縯%震源參數
문천지진%InSAR동진형변장%민감성질대의합산법%활동분포반연%진원삼수
Wenchuan earthquake%Co-seismic deformation derived from InSAR%Sensitive-based iterative fitting method%Inversion of slip distribution%Earthquake source parameters
通过综合分析2008年5月12日汶川地震野外地震地质考察的地表破裂带空间分布及分段资料,结合InSAR干涉形变场资料,构建了五段断层儿何结构模型,该模型与野外地震地质考察结果在多数分段上基本一致;基于此五段断层模型,运用敏感性迭代拟合算法反演了汶川地震InSAR同震形变场,获得了断层滑动分布及部分震源参数.结果表明,基于余震精定他获得的地震断层倾角模型模拟的同震形变场与InSAR形变场吻合较好,且残差较小;反演的滑动分布主要集中于地下0~20 km,最大滑动量分别位于北川及青川等地区,最大可达到10 m;沿SW-NE走向,断层面的滑动方向主要以右旋兼逆冲形式为主,在汶川及都江堰地区以强烈的逆冲为主兼有一定右旋走滑分量,在北川及映秀地区以逆冲兼右旋运动为主,在平武及青川等地区则逐渐过渡为以右旋运动为主兼有一定的逆冲分量,其中汶川地区的平均滑动角为97°,北川地区的平均滑动角为119°,青川地区平均滑动角为138°.反演矩张量为7.7×10~(20)N·m,矩震级达M_w7.9.
通過綜閤分析2008年5月12日汶川地震野外地震地質攷察的地錶破裂帶空間分佈及分段資料,結閤InSAR榦涉形變場資料,構建瞭五段斷層兒何結構模型,該模型與野外地震地質攷察結果在多數分段上基本一緻;基于此五段斷層模型,運用敏感性迭代擬閤算法反縯瞭汶川地震InSAR同震形變場,穫得瞭斷層滑動分佈及部分震源參數.結果錶明,基于餘震精定他穫得的地震斷層傾角模型模擬的同震形變場與InSAR形變場吻閤較好,且殘差較小;反縯的滑動分佈主要集中于地下0~20 km,最大滑動量分彆位于北川及青川等地區,最大可達到10 m;沿SW-NE走嚮,斷層麵的滑動方嚮主要以右鏇兼逆遲形式為主,在汶川及都江堰地區以彊烈的逆遲為主兼有一定右鏇走滑分量,在北川及映秀地區以逆遲兼右鏇運動為主,在平武及青川等地區則逐漸過渡為以右鏇運動為主兼有一定的逆遲分量,其中汶川地區的平均滑動角為97°,北川地區的平均滑動角為119°,青川地區平均滑動角為138°.反縯矩張量為7.7×10~(20)N·m,矩震級達M_w7.9.
통과종합분석2008년5월12일문천지진야외지진지질고찰적지표파렬대공간분포급분단자료,결합InSAR간섭형변장자료,구건료오단단층인하결구모형,해모형여야외지진지질고찰결과재다수분단상기본일치;기우차오단단층모형,운용민감성질대의합산법반연료문천지진InSAR동진형변장,획득료단층활동분포급부분진원삼수.결과표명,기우여진정정타획득적지진단층경각모형모의적동진형변장여InSAR형변장문합교호,차잔차교소;반연적활동분포주요집중우지하0~20 km,최대활동량분별위우북천급청천등지구,최대가체도10 m;연SW-NE주향,단층면적활동방향주요이우선겸역충형식위주,재문천급도강언지구이강렬적역충위주겸유일정우선주활분량,재북천급영수지구이역충겸우선운동위주,재평무급청천등지구칙축점과도위이우선운동위주겸유일정적역충분량,기중문천지구적평균활동각위97°,북천지구적평균활동각위119°,청천지구평균활동각위138°.반연구장량위7.7×10~(20)N·m,구진급체M_w7.9.
We have established a five-segment fault model based on field investigation and the linear noncoherent characteristics of InSAR wrapped deformation. The five-segment fault model is consistent with the surface rupture trace of field investigation at most of the segments. Then we use this fault model as constraints to simulate the co-seismic deformation of Wenchuan earthquake derived from InSAR technology. Our favored fault model contains five segments with varied dips, based on the seismogenic structure of precise aftershock relocation. The simulated deformation by forward modeling matches very well the InSAR data with a RMS of 0.3~0.35 m. The inverted slip distribution is concentrated in the depth of 0~20 km and the maximum slip is 10m. Among the largest-slip areas Beichuan area has relatively more concentrated slip at shallower depth than other areas. This may be the deep cause why Beichuan area is the most severely destroyed area in this earthquake. The inverted rake distribution shows that there is a transition along the direction of SW-NE. It is mainly reverse and some right-lateral slip at Wenchuan and Beichuan areas, but it is dominantly right-lateral with some thrusting in Qingchuan area, with the mean rake of 97° and 138° respectively. The inverted seismic moment M0 is 7.7×10~(20)N· m, and the moment magnitude M_w is 7.9.