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1.
Features and physical process of the dynamic evolution pattern of ground resistivity precursor front
ＩｎｔｒｏｄｕｃｔｉｏｎＳｉｎｃｅｔｈｅ１９６０′ｓ,ｔｈｅｄｅｖｅｌｏｐｍｅｎｔｏｆｍｏｄｅｒｎｓｃｉｅｎｃｅａｎｄｔｅｃｈｎｏｌｏｇｙｈａｓｇｒａｄｕａｌｙｍａｄｅｉｔｐｏｓｉｂｌｅｔｏｐｒｅｄｉｃｔｅａｒｔｈｑｕａｋｅｓａｎｄｈａｓｐｒｏｍｏｔ... 相似文献
2.
Calculation of the parameters of georesistivi－ty anisotropy and case history of earthquake precursors 总被引：4，自引：0，他引：4
Ｃａｌｃｕｌａｔｉｏｎｏｆｔｈｅｐａｒａｍｅｔｅｒｓｏｆｇｅｏｒｅｓｉｓｔｉｖｉ┐ｔｙａｎｉｓｏｔｒｏｐｙａｎｄｃａｓｅｈｉｓｔｏｒｙｏｆｅａｒｔｈｑｕａｋｅｐｒｅｃｕｒｓｏｒｓＦＵ－ＹＥＱＩＡＮ１）（钱复业），ＹＵ－ＬＩＮＺＨＡＯ１）（赵玉林）ａ... 相似文献
3.
Following a new train of thinking, this paper has explored first the potential information in the ground resistivity data observed by the existing geoelectric observation system, investigated and proposed a new dimensionless geoelectric precursor factor, the degree of ground resistivity anisotropy, S, and studied the characteristics of dynamic evolution pattern of S during the seismogenic process. The results show that, during the seismogenic process, the degree of ground resistivity anisotropy (S) displays a process of 'normal' →'abnormal strengthening (amplitude, range)' →abnormal weakening' → 'earthquake occurrence'→ 'normal'. The earthquake would occur at the time when the S value has entered the late stage of strengthening and turns to weaken and in the gradient belt on the margin of S anomaly region. The dynamic evolution pattern of S reflects the changes of the tectonic stress field during the seismogenic process. Therefore, it would be possible to trace the process of earthquake generation and occurrence from the dynamic evolution pattern of S so as to service earthquake prediction. 相似文献
4.
2008年汶川MS8.0地震前,距震中450km范围内有7个视电阻率台站运行,震前记录到了不同形态和幅值的变化。本文采用断层虚位错模式,在模型中将汶川地震同震滑动位移按大小相等但方向相反的方式进行加载,计算震前产生这些同震位错所需积累的应力应变分布。计算结果表明：在100m深度,震前正应力和剪切应力主要积累区域位于龙门山断裂带两侧约100km范围内,最大应力变化量为0.5MPa;体应变积累区域与应力积累区域基本一致,最大应变值为10-5,显示这些区域在震前存在较高的挤压应力应变积累,而在这些区域外,应力应变积累程度较低。成都台和江油台位于震前主要的应力应变挤压积累集中区域,视电阻率观测数据均为震前下降-准同震阶跃-震后回升,与震前应力应变积累-震后释放的变化形式一致,这2个台站震前的异常变化与汶川地震关系密切;而甘孜台、武都台、冕宁台、小庙台和天水台位于应力应变积累较弱的区域,其视电阻率变化与汶川地震的关联性较弱。 相似文献
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地电阻率观测是地震前兆观测的重要手段之一. 从唐山地震、 松潘地震、 澜沧-耿马地震到2008年的汶川大地震, 震前地电阻率都观测到明显的异常. 但随着国民经济的快速发展, 地电阻率的观测环境受到各种干扰, 其中采用直流牵引技术的城市轨道交通干扰尤为严重, 致使一些地电阻率观测台站的观测数据无法满足规范要求, 部分台站因此被迫搬迁. 本文通过对部分受城市轨道交通干扰比较严重的台站进行测试分析, 对现有观测系统的抗干扰能力进行了分析, 提出了一些抗干扰措施, 为进一步提升地电阻率观测质量做了技术铺垫. 相似文献
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Based on the single scattering model of seismic coda waves, we have calculated theQ-factor in Beijing and its surrounding regions by means of calculating the power density spectrum in frequency domain with
a fixed time window. The digital seismic data of 69 earthquakes from Beijing Telemetered Seismographic Network are used. These
earthquakes were recorded from January 1, 1989 to December 31, 1990 at 20 stations. This paper shows the variations of the
codaQ-factors in the studied region with different sites, frequency and lapse time, and the temporal change of the codaQ-factors in these two years. The results indicate that codaQ-factor depends strongly on the lapse time and frequency. It is assumed that whenQ
C=Q
0fη, for the three time windows of 15–30s, 30–60s and 60–90s, the average values ofQ
0 are 48, 115 and 217; and the average values ofη are 0. 89, 0.91 and 0.74, respectively.
Contribution No. 95A0009, Institute of Geophysics, SSB, China.
This work is a contract subject 85-04-01-02 of the State Seismological Bureau, China. 相似文献
9.
Characteristics of coseismic water level changes at Tangshan well for the Wenchuan MS8.0 earthquake and its larger aftershocks 
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下载免费PDF全文 Baojun Yin Li Ma Huizhong Chen Jianping Huang Chaojun Zhang Wuxing Wang 《地震科学（英文版）》2009,22(2):149-157
Coseismic water level changes which may have been induced by the Wenchuan MS8.0 earthquake and its 15 larger aftershocks (MS≥?5.4) have been observed at Tangshan well. We analyze the correlation between coseismic parameters (maximum amplitude, duration, coseismic step and the time when the coseismic reach its maximum amplitude) and earthquake parameters (magnitude, well-epicenter distance and depth), and then compare the time when the coseismic oscillation reaches its maximum amplitude with the seismogram from Douhe seismic station which is about 16.3 km away from Tangshan well. The analysis indicates that magnitude is the main factor influencing the induced coseismic water level changes, and that the well-epicenter distance and depth have less influence. MS magnitude has the strongest correlation with the coseismic water level changes comparing to MW and ML magnitudes. There exists strong correlation between the maximum amplitude, step size and the oscillation duration. The water level oscillation and step are both caused by dynamic strain sourcing from seismic waves. Most of the times when the oscillations reach their maximum amplitudes are between S and Rayleigh waves. The coseismic water level changes are due to the co-effect of seismic waves and hydro-geological environments. 相似文献
10.
M. E. Sholpo 《Izvestiya Physics of the Solid Earth》2010,46(9):780-787
The earlier proposed method for inversion of the observed changes in the magnetotelluric apparent resistivity ρa into the relative changes in the resistivity of the elements of a well-studied geoelectric structure is tested on a 2D model
representing one of the geodynamic research areas of Kamchatka. The possibilities are demonstrated for choosing the most effective
observation conditions of the study, and for the determination of the source of the observed variations in γa. It is concluded that, if a number of conditions are met, it is possible to estimate the amplitude of relative changes in
the electrical resistivity of rocks with sufficient accuracy for monitoring these changes with the aforementioned changes
used as a prognostic parameter. 相似文献
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The postseismic vertical deformation rates of the 1990 Gonghe M
S=7.0 earthquake appears to have decreased exponentially. Based on Okada’s coseismic surface displacement solution caused by
a uniform fault slip in an elastic homogeneous half space, we derived its postseismic surface displacement by using a single-layer
standard linear solid model, and further derived a simplified formula for determining the effective relaxation time and viscosity
of the earth, which is independent of the dislocation parameters of the causative fault. From the postseismic vertical deformation
of the 1990 Gonghe earthquake, we inferred that the effective relaxation time defined by τ=η/μ is 2.6 years, and the effective viscosity η is about 1018 Pa · s.
This work was supported by Chinese Joint Seismological Science Foundation under the grants 92088 and 196098. 相似文献
13.
Based on the analysis of coseismic deformation in the macroscopic epicentral region extracted by Differential Interferometric
Synthetic Aperture Radar (D-InSAR), and combined with the seismic activity, focal mechanism solutions of the earthquake and
field investigation, the characteristic of coseismic deformation of M
S=8.1 western Kunlunshan Pass earthquake in 2001 was researched. The study shows that its epicenter lies in the northeast side
of Hoh Sai Hu; and the seismogenic fault in the macroscopic epicentral region can be divided into two central deformation
fields: the west and east segments with the lengths of 42 km and 48 km, respectively. The whole fault extends about 90 km.
From the distribution of interferometry fringes, the characteristic of sinistral strike slip of seismogenic fault can be identified
clearly. The deformations on both sides of the fault are different with an obviously higher value on the south side. In the
vicinity of macroscopic epicenter, the maximum displacement in look direction is about 288.4 cm and the minimum is 224.0 cm;
the maximum sinistral horizontal dislocation of seismogenic fault near the macroscopic epicenter is 738.1 cm and the minimum
is 551.8 cm.
Foundation item: National Natural Science Foundation of China (40374013) and “Researching on the Disaster Earthquake” (2003) of Public Welfare
Research Item, Ministry of Science and Technology of China. 相似文献
14.
基于1976年唐山MS7.8地震的同震位移和现今GPS速度结果, 本文分析了该地震的同震破裂参数、 同震应变释放分布及其现今应变积累特征． 对唐山同震位移二维位错解析公式的拟合结果显示, 唐山地震前的断层闭锁深度约为18—23 km, 断层倾角可能介于74°—90°之间, 同震位错量约为3.1—3.4 m． 在同震过程中沿发震断层表现出显著的右旋错动特征, 在发震断层两侧沿NE向表现出左旋应变释放特征． 在本文现有的GPS测站密度和精度情况下, 尚无法识别出现今阶段沿唐山断裂的明显蠕滑特征． 唐山同震应变释放和现今GPS应变率积累结果均显示, 唐山断裂SE侧的剪切形变(速率)量值大于其NW侧, 同震与现今阶段的形变量值相差约1000倍． 相似文献
15.
马钦忠 《地震学报(英文版)》2008,21(6):618-628
On July 4,2006,a MS5.1 earthquake occurred in Wen’an county of Hebei Province of which the epicenter is near the Beijing city.The six geoelectric field monitoring stations have been in operation for several years around the Beijing area to examine the relationship between electric field changes and earthquake.This paper firstly explains the principle of the eliminating noise method by using multi-dipole observation system of the geoelectric field.Then the data observed at the stations are studied and a lot of abnormal signals preceding the Wen’an earthquake are selected,of which five abnormal signals of the geoelectric field are finally recognized as the precursory signals.The result shows that 1 there probably exists the precursory signals of the geoelectric field preceding the Wen’an earthquake;2 there are sensitive sites in the spatial distribution of the abnormal variation of the geoelectric field before the quack;3 the anomalous signals do not appear synchronously,and their durations are not same at dif-ferent stations;4 the amplitudes of the abnormal signals recorded at Baodi station are small,but large at Changli station,while the latter is farther from the epicentral area than the former. 相似文献
16.
2019年9月16日在甘肃省张掖市甘州区发生MS5.0地震,震前山丹地电阻率和地电场观测资料出现了较为明显的短临异常,震中距63 km。本文对该异常进行分析总结,排除周围观测环境,观测系统,自然环境,磁暴等因素外,认为该异常是较为可信的地震前兆异常。地电阻率观测资料异常形态NS测道表现为转折快速上升-缓慢下降,EW测道为转折缓慢上升,N45°W测道为缓慢下降-转折缓慢上升。地电场观测资料异常形态长极距NS道、长极距N45°E道、短极距NS道表现为转折同步缓慢上升,长极距EW道和短极距EW道转折同步缓慢下降,短极距N45°E道异常不明显。地震在异常持续过程中出现转折变化或上升(下降)速率发生改变时发生。 相似文献
17.
Ａｌｉｇｎｍｅｎｔｓｉｌｋｗｏｒｍｓａｓｓｅｉｓｍｉｃａｎｉｍａｌａｎｏｍａｌｏｕｓｂｅｈａｖｉｏｒ（ＳＡＡＢ）ａｎｄｅｌｅｃｔｒｏｍａｇｎｅｔｉｃｍｏｄｅｌｏｆａｆａｕｌｔ：ａｔｈｅｏｒｙａｎｄｌａｂｏｒａｔｏｒｙｅｘｐｅｒｉｍｅｎｔＭＯＴＯ... 相似文献
18.
G. N. Kopylova G. M. Steblov S. V. Boldina I. A. Sdel’nikova 《Izvestiya Physics of the Solid Earth》2010,46(1):47-56
A method for point estimation of coseismic volume deformation from amplitudes of earthquake-induced jumps in the water level
and from the tidal sensitivity of the water level is presented. Application of this method is illustrated by six Kamchatka
earthquakes of 1997–2004 with M
w
= 6.2–7.8 that occurred 128–316 km from the YuZ-5 well. Estimates of coseismic deformation provided by the level gage observations
and by the model agree in amplitude and sign. The model reproduces an extended dislocation source in a homogeneous elastic
isotropic half-space. Source rupture parameters correspond to focal mechanisms from the CMT international catalog. Consistence
in experimental and theoretical estimates of the volume coseismic deformation indicates the high strain-resistance properties
of YuZ-5 borehole and the possibility of quantitative estimation of seismotectonic deformation from high-precision water level
measurements with time resolution not lower than 10 minutes. 相似文献
19.
利用Sentinel-1A卫星升降轨道数据和D-InSAR技术获得青海门源2022年1月8日MS6.9地震的同震形变场,并基于弹性半空间位错模型反演其震源参数,利用分布滑动模型确定断层面上的滑动分布。结果表明,2022年1月8日青海门源地震的同震形变场沿NWW-SEE方向分布;断裂带南缘升轨影像和降轨影像最大视距分别为61 cm和62 cm,断裂带北缘升轨影像和降轨影像最大视距地表形变量分别为43 cm和56 cm。InSAR同震形变场断裂尺度模型断层长30 km,宽18 km,最大滑移量3.5 m;断层滑动分布模型表明该地震为左旋走滑地震。结合冷龙岭断裂的运动特征和几何特征,初步确定此次MS6.9地震的发震断裂为冷龙岭断裂 相似文献
20.
2017—2019年松原地区连续发生4次5级左右地震,在此期间距松原地区约220km的绥化地电阻率观测资料记录到了一定的异常变化。为分析震前异常与地震的关系,首先以三层水平层状模型计算了测区介质的影响系数分布,发现绥化地电阻率“夏高冬低”的反年变形态与测区的Q型电性结构有关;之后采用断层虚位错模式,以2018年松原MS5.7地震的震源机制为例,计算了松原地区介质的变形特征,发现绥化台位于震前挤压变形增强区域,绥化地电阻率2个测道出现的下降回返变化与应力累积释放的变化形式一致;最后根据GPS数据推测,绥化台以西的地电阻率数据无显著异常,可能与东北地区的主压应变率自东向西逐渐减小有关。 相似文献