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Advances in experiments and numerical simulations on the effects of stress perturbations on fault slip 应力扰动对断层滑动影响的实验与数值模拟研究进展
Pub Date : 2023-07-01 DOI: 10.1016/j.eqrea.2023.100220
Yuanmin Huang , Shengli Ma , Xiaohui Li , Ye Shao

Laboratory experiments and numerical simulations on rock friction perturbations, an important means for understanding the mechanism and influencing factors of stress-triggered earthquakes, are of great significance for studying earthquake mechanisms and earthquake hazard analysis. We reviews the experiments and numerical simulations on the effects of stress perturbations on fault slip, and the results show that stress perturbations can change fault stress and trigger earthquakes. The Coulomb failure criterion can shed light on some questions about stress-triggering earthquakes but cannot explain the time dependence of earthquake triggering nor be used to investigate the effect of heterogeneous stress perturbations. The amplitude and period are important factors affecting the correlation between stress perturbation and fault instability. The effect of the perturbation period on fault instability is still controversial, and the effect of the high-frequency perturbation on earthquakes may be underestimated. Normal and shear stress perturbation can trigger fault instability, but their effects on fault slip differ. It is necessary to distinguish whether the stress perturbation is dominated by shear or normal stress change when it triggers fault instability. Fault tectonic stress plays a decisive effect on the mode of fault instability and earthquake magnitude. Acoustic emission activity can reflect the changes in fault stress and the progression of fault nucleation, and identify the meta-instability stage and precursor of fault instability, providing a reference for earthquake prediction.

岩石摩擦扰动的实验室实验和数值模拟是了解应力诱发地震机制和影响因素的重要手段,对研究地震机制和地震危险性分析具有重要意义。我们回顾了应力扰动对断层滑动影响的实验和数值模拟,结果表明应力扰动可以改变断层应力并引发地震。库仑破坏准则可以揭示应力触发地震的一些问题,但不能解释地震触发的时间依赖性,也不能用于研究非均匀应力扰动的影响。振幅和周期是影响应力扰动与断层失稳相关性的重要因素。扰动周期对断层不稳定性的影响仍然存在争议,高频扰动对地震的影响可能被低估。正应力扰动和剪切应力扰动可以引发断层失稳,但它们对断层滑动的影响不同。当应力扰动触发断层失稳时,有必要区分应力扰动是由剪切还是正应力变化主导。断层构造应力对断层失稳模式和地震震级具有决定性影响。声发射活动可以反映断层应力的变化和断层成核的进展,识别断层失稳的亚不稳定阶段和前兆,为地震预报提供参考。
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引用次数: 0
Freely accessible inventory and spatial distribution of large-scale landslides in Xianyang City, Shaanxi Province, China 陕西咸阳市大型滑坡的可自由获取资源及空间分布
Pub Date : 2023-07-01 DOI: 10.1016/j.eqrea.2023.100217
Jingyu Chen , Lei Li , Chong Xu , Yuandong Huang , Zhihua Luo , Xiwei Xu , Yuejun Lyu

In this study, we used high-resolution optical satellite images on the Google Earth platform to map large-scale landslides in Xianyang City, Shaanxi Province, China. After mapping, a comprehensive and detailed large-scale landslide inventory that contains 2924 large-scale landslides was obtained. We analyzed the spatial distribution of landslides with seven influencing factors, including elevation, slope angle, aspect, curvature, lithology, distance to a river, and distance to the fault. Landslide Number, Landslide Area, Landslide Number Density (LND), and Landslide Area Percentage (LAP) were selected as indexes for the spatial distribution analysis. The results show that the number and area of landslides in the elevation range of 1000–1200 ​m is the highest. The highest number of landslides was observed in the slope angle of 25°–30°. North-facing slopes are prone to sliding. The area and number of landslides are the largest when the slope curvature ranges from −1.28 to 0. The LND and LAP reach their maxima when the slope curvature is less than −2.56. Areas covered by the Tertiary stratum with weakened fine-grained sandstone and siltstone show the highest LND and LAP values. Regarding distance to a river, the LAP peaks in the range of 300–600 ​m, whereas the LND peaks in an area larger than 2100 ​m. The values of LND and LNP rise as the distance from the faults increases, except for the locations 30 ​km away from active faults. This phenomenon is because active faults in this area pass through the plain areas, while landslides mostly occur in mountainous areas. The cataloging of landslide development in Xianyang City provides a significant scientific foundation for future research on landslides. In addition, the spatial distribution results are useful for landslide hazard prevention decisions and provide valuable references in this area.

在这项研究中,我们使用谷歌地球平台上的高分辨率光学卫星图像绘制了中国陕西省咸阳市大规模山体滑坡的地图。经过测绘,获得了一份全面详细的大型滑坡清单,其中包括2924个大型滑坡。我们分析了滑坡的空间分布,包括高程、坡角、坡向、曲率、岩性、到河流的距离和到断层的距离等七个影响因素。选取滑坡数量、滑坡面积、滑坡数量密度(LND)和滑坡面积百分比(LAP)作为空间分布分析的指标。结果表明,1000–1200海拔范围内的滑坡数量和面积​m是最高的。滑坡数量最多的是25°-30°的斜坡角。朝北的斜坡容易滑动。当边坡曲率在-1.28到0之间时,滑坡的面积和数量最大。当斜率曲率小于-2.56时,LND和LAP达到最大值。具有弱化细粒砂岩和粉砂岩的第三系地层覆盖的区域显示出最高的LND和LAP值。关于到河流的距离,LAP峰值在300–600之间​m、 而LND在大于2100的区域中达到峰值​m.LND和LNP的值随着距断层距离的增加而增加,位置30除外​距离活动断层公里。这种现象是因为该地区的活动断层穿过平原地区,而滑坡大多发生在山区。对咸阳市滑坡发展情况进行分类,为今后滑坡研究提供了重要的科学依据。此外,空间分布结果对滑坡灾害的预防决策具有参考价值。
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引用次数: 1
Detailed sedimentary structure of the Mianning segment of the Anninghe fault zone revealed by H/V spectral ratio H/V谱比值揭示了安宁河断裂带冕宁段详细的沉积构造
Pub Date : 2023-07-01 DOI: 10.1016/j.eqrea.2023.100232
Zeqiang Chen , Huajian Yao , Xihui Shao , Song Luo , Hongfeng Yang

The Anninghe fault is a major left-lateral strike-slip fault in southwest China and a seismic gap with a potential earthquake larger than MW 7.0 lies in the Mianning-Xichang segment according to recent observations. The shallow structure of this region can offer a glimpse into the geometry of the fault, which plays an important role in earthquake hazard mitigation. To further investigate the sedimentary structure of the Anninghe fault zone, two dense linear arrays with a station spacing of around 80 ​m were deployed across the fault. In this study, the H/V spectral ratio (HVSR), together with its peak frequency at each station site, was obtained by applying the Nakamura method. Our findings demonstrate that the peak frequency behaves in high correlation with lithology and is controlled by topography. HVSR in foothills or regions with magmatic intrusion shows a single peak at about 2–3 ​Hz. In locations with abundant Quaternary sedimentation, such as Anninghe valleys and fracture zones, another low-frequency peak around 0.4 ​Hz can be noticed in HVSR. By using the empirical relationship, the thickness of the sedimentary layer around the fault fracture zone is estimated to be 300–600 ​m. Furthermore, the sedimentary interface shows a downward dip to the east, possibly influenced by the east-west extrusion stress. Considering the resonance effect, buildings with 6–9 stories in the valley area of the Anninghe require additional attention in earthquake hazard prevention.

安宁河断裂是我国西南地区一条主要的左旋走滑断裂,绵宁至西昌段存在7.0级以上潜在地震的地震间隙。该区域的浅层结构可以让人一窥断层的几何形状,这在减轻地震灾害方面发挥着重要作用。为了进一步研究安宁河断裂带的沉积结构,两个密集的线性阵列,站间距约为80​m部署在断层上。在本研究中,通过应用Nakamura方法获得了H/V频谱比(HVSR)及其在每个站点的峰值频率。我们的研究结果表明,峰值频率与岩性高度相关,受地形控制。在有岩浆侵入的山麓或地区,HVSR在大约2-3处显示出一个单峰​赫兹。在第四纪沉积丰富的地区,如安宁河河谷和断裂带,另一个低频峰值约为0.4​在HVSR中可以注意到Hz。根据经验关系,断层断裂带周围沉积层的厚度估计为300–600​m。此外,沉积界面向东呈向下倾斜,可能受到东西向挤压应力的影响。考虑到共振效应,安宁河流域6~9层的建筑物在地震灾害预防方面需要特别注意。
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引用次数: 3
A palaeoearthquake event and its age revealed by the travertine layer along the Litang fault in the southeastern margin of the Qinghai-Tibetan plateau 青藏高原东南缘理塘断裂钙华层揭示的一次古地震事件及其时代
Pub Date : 2023-07-01 DOI: 10.1016/j.eqrea.2023.100215
Yao Yang , Mingjian Liang , Chao Ma , Jun Li , Hualiang Shen , Fang Du , Song Luo , Shao Liu , Xuelian Rui

The Litang fault (LTF), located in the southeast of the Qinghai-Tibetan Plateau, is known for its high level of present-day seismicity, whereas its Pleistocene activity has been scarcely documented. This study focused on a tract of banded travertine deposits precipitated from thermal waters along the NW–SE-trending LTF trace. The role of travertine deposits in recording neotectonic activity has been studied by identifying their internal structure. Typical soft-sediment deformation structures observed within the banded travertines include micro folds, liquefied breccia, and liquefied diapirs. These deformed structures, which are restricted to a single unit separated unconformably by undeformed layers, can be traced for tens of meters, indicating that they were formed by seismic shaking triggered by LTF activity. The deformation of the banded travertine layers is attributed to the combined effects of seismic shaking, liquefaction, and fluidization, and it can be related to a paleo earthquake event with a magnitude of MS ​> ​5. The U-series ages obtained from the banded travertine deposits perturbed by the earthquakes are in the range of 130.59–112.94 ka, indicating an important fault-assisted neotectonic activity that occurred during the Middle–Late Pleistocene. Analysis of such structures, in combination with the use of U-series dating methods, can yield a reliable timing of neotectonic activity and provide new evidence for understanding the seismotectonic setting of the Litang area.

理塘断裂(LTF)位于青藏高原东南部,以其现今高水平的地震活动而闻名,而其更新世活动几乎没有记录。本研究的重点是沿NW–SE走向LTF迹线从热水中沉淀出来的一系列带状钙华矿床。通过鉴定钙华矿床的内部结构,研究了钙华矿床在记录新构造活动中的作用。在带状钙华中观察到的典型软沉积物变形结构包括微褶皱、液化角砾岩和液化底辟。这些变形结构被限制在由未变形层不整合地分隔的单个单元内,可以追溯到几十米,表明它们是由LTF活动引发的地震震动形成的。带状钙华层的变形归因于地震震动、液化和流化的综合作用,它可能与MS级的古地震事件有关​>;​5.受地震扰动的带状钙华矿床的U系列年龄在130.59–112.94 ka之间,表明更新世中晚期发生了一次重要的断层辅助新构造活动。对这些构造的分析,结合U系列测年方法,可以得出新构造活动的可靠时间,为了解理塘地区的地震构造环境提供新的证据。
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引用次数: 0
Research progress in geophysical exploration of the Antarctic ice sheet 南极冰盖地球物理探测研究进展
Pub Date : 2023-07-01 DOI: 10.1016/j.eqrea.2022.100203
Jinkai An , Song Huang , Xiangyang Chen , Tao Xu , Zhiming Bai

The Antarctic ice sheet is an important target of Antarctic research. Thickness and structure, including intraice and subice, are closely related to the mass balance of the ice sheet, and play an important role in the study of global sea level and climate change. Subglacial topography is an important basis for studying ice sheet dynamics and ice sheet evolution. This paper briefly reviews the geophysical detection methods and research status of the Antarctic ice sheet: (1) Conventional methods such as ice radar are the main methods for studying the ice sheet today, and passive source seismic methods such as the receiver function method, H/V method and P-wave coda autocorrelation method have good development prospects; (2) the high-resolution (1 ​km) ice thickness and subglacial topographic database BEDMAP2 established based on various data has greatly improved the ability to detect internal isochronous layers, anisotropic layers, and temperature changes within ice and has advanced research on ice sheet evolution; and (3) ice radar, numerical simulation and core drilling are the main methods to study subglacial lakes and sediments. More than 400 subglacial lakes have been confirmed, and more than 12 000 simulation results have been obtained. Research on the Antarctic ice sheet faces enormous challenges and is of great urgency. Aiming at hot issues, such as Antarctic geological evolution, glacial retreat, ice sheet melting and their relationships with global climate change, it is the frontier and trend of future Antarctic ice sheet research to carry out multidisciplinary and multicountry comprehensive geophysical exploration based on the traditional ice radar method combined with passive seismic methods, especially new technologies such as short-period dense array technology, unmanned aerial vehicles and artificial intelligence. This is expected to further promote Antarctic research.

南极冰盖是南极研究的一个重要目标。厚度和结构,包括冰内和亚冰,与冰盖的质量平衡密切相关,在全球海平面和气候变化研究中发挥着重要作用。冰下地形是研究冰盖动力学和冰盖演化的重要基础。本文简要回顾了南极冰盖的地球物理探测方法和研究现状:(1)冰雷达等常规方法是当今研究冰盖的主要方法,接收函数法、H/V法和P波尾波自相关法等无源震源地震方法具有良好的发展前景;(2) 高分辨率(1​km)冰厚和冰下地形数据库BEDMAP2,大大提高了对冰内等时层、各向异性层和温度变化的探测能力,推进了对冰盖演化的研究;冰雷达、数值模拟和岩心钻探是研究冰下湖泊和沉积物的主要方法。已经确认了400多个冰下湖泊,并获得了12000多个模拟结果。南极冰盖的研究面临着巨大的挑战,具有极大的紧迫性。针对南极地质演化、冰川退缩、冰盖融化及其与全球气候变化的关系等热点问题,在传统冰雷达方法的基础上,结合被动地震方法,开展多学科、多国的综合地球物理勘探,是未来南极冰盖研究的前沿和趋势,特别是短周期密集阵列技术、无人机、人工智能等新技术。预计这将进一步促进南极研究。
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引用次数: 0
Influences of across-strike heterogeneous viscosity on the earthquake cycle in a three-dimensional strike-slip fault model 三维走滑断层模型中跨走向非均质黏度对地震旋回的影响
Pub Date : 2023-07-01 DOI: 10.1016/j.eqrea.2023.100218
Peng Zhai , Feng Li , Jinshui Huang

Geodetic observations have shown that there exist large differences in the viscosity of the deep lithosphere across many large strike-slip faults. Heterogeneity in lithospheric viscosity structure can influence the efficiency of stress transfer and thus may have a significant effect on the earthquake cycle. Until now, how the lateral viscosity variation across strike-slip faults affects the earthquake cycles is still not well understood. Here, we investigate the effects of across-strike viscosity variation on long-term earthquake behaviors with a three-dimensional strike-slip fault model. Our model is a quasi-static model which is controlled by the slip-weakening friction law and power-law rheology. By comparing with the reference case, we find that low viscosity on one side of the fault results in a smaller rupture area but with a higher Coulomb stress drop on the ruptured fault region. In addition, low viscosity also leads to a small Coulomb stress accumulation rate. These combined effects increase the earthquake recurrence interval by approximately 10% and the earthquake moments by about 30% when the low viscosity is related to a geothermal gradient of 30 ​K/km. In addition, across-strike viscosity variation causes asymmetric interseismic ground surface deformation rate. As the viscosity contrast increases, the difference in the interseismic ground surface deformation rate between the two sides of the fault gradually increases, although the asymmetric feature is not pronounced. This asymmetry of interseismic ground deformation rate across a strike-slip fault is supposed to result in asymmetric coseismic deformation if the long-term plate motion velocity is invariant. As a result, this kind of asymmetry of interseismic deformation may influence the evaluation of potential earthquake hazards along large strike-slip faults with lateral viscosity contrast.

大地测量观测表明,许多大型走滑断层的深部岩石圈粘度存在很大差异。岩石圈粘性结构的不均匀性会影响应力传递的效率,从而可能对地震循环产生重大影响。到目前为止,走滑断层的横向粘度变化如何影响地震周期仍不清楚。在这里,我们用三维走滑断层模型研究了跨走向粘度变化对长期地震行为的影响。我们的模型是一个准静态模型,受滑移弱化摩擦定律和幂律流变学的控制。通过与参考情况的比较,我们发现断层一侧的低粘度导致破裂面积较小,但破裂断层区域的库仑应力降较高。此外,低粘度也导致较小的库仑应力累积率。当低粘度与30的地热梯度有关时,这些综合效应使地震重现期增加了约10%,地震矩增加了约30%​K/km。此外,跨走向粘度的变化导致地震间地表变形率不对称。随着粘度对比度的增加,断层两侧的震间地表变形率差异逐渐增大,尽管不对称特征并不明显。如果长期板块运动速度不变,则走滑断层地震间地面变形率的这种不对称性被认为会导致非对称的同震变形。因此,这种震间变形的不对称性可能会影响具有横向粘性对比的大型走滑断层沿线潜在地震危险性的评估。
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引用次数: 0
Earthquake-triggered landslide interpretation model of high resolution remote sensing imageries based on bag of visual word 基于视觉字袋的高分辨率遥感影像地震诱发滑坡解译模型
Pub Date : 2023-04-01 DOI: 10.1016/j.eqrea.2022.100196
Ruyue Bai , Zegen Wang , Heng Lu , Chen Chen , Xiuju Liu , Guohao Deng , Qiang He , Zhiming Ren , Bin Ding , Xin Ye

Traditional visual interpretation is often inefficient due to its excessively workload professional knowledge and strong subjectivity. Therefore, building an automatic interpretation model on high spatial resolution remote sensing images is the key to the quick and efficient interpretation of earthquake-triggered landslides. Aiming at addressing this problem, a landslide interpretation model of high-resolution images based on bag of visual word (BoVW) feature was proposed. The high-resolution images were pre-processed, and then BoVW feature and support vector machine (SVM) was adopted to establish an automatic landslide interpretation model. This model was further compared with the currently widely used Histogram of Oriented Gradient(HoG) feature extraction model. In order to test the effectiveness of the method, typical landslide images were selected to construct a landslide sample library, which was subsequently utilized as the foundation for conducting an experimental study. The results show that the accuracy of landslide extraction using this method reaches as high as 89%, indicating that the method can be used for the automatic interpretation of landslides in disaster-prone areas, and has high practical value for regional disaster prevention and damage reduction.

传统的视觉口译由于专业知识工作量大、主观性强,往往效率低下。因此,建立高空间分辨率遥感图像的自动解释模型是快速高效解释地震诱发滑坡的关键。针对这一问题,提出了一种基于视觉词袋特征的高分辨率滑坡图像解释模型。对高分辨率图像进行预处理,然后采用BoVW特征和支持向量机(SVM)建立滑坡自动解释模型。该模型与目前广泛使用的面向梯度直方图(HoG)特征提取模型进行了比较。为了验证该方法的有效性,选取了典型的滑坡图像构建了滑坡样本库,并以此为基础进行了实验研究。结果表明,该方法提取滑坡体的准确率高达89%,可用于灾害多发区滑坡体的自动解释,对区域防灾减灾具有较高的实用价值。
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引用次数: 0
Source rupture characteristics of the September 5, 2022 Luding MS 6.8 earthquake at the Xianshuihe fault zone in southwest China 2022年9月5日泸定鲜水河断裂带6.8级地震震源破裂特征
Pub Date : 2023-04-01 DOI: 10.1016/j.eqrea.2022.100201
Guohui Li, Anjian Wang, Yuan Gao

On September 5, 2022, at Beijing time 12:52 p.m., an MS 6.8 earthquake struck Luding County, Garze Tibetan Autonomous Prefecture, Sichuan Province. The epicenter of the earthquake was at the intersection of the Sichuan-Yunnan, Bayankala, and South China blocks. The tectonic background is extremely complex, and strong earthquakes occur frequently. Based on a predetermined focal location and focal mechanism solution for the earthquake, we reversed the focal depth and rupture process of the earthquake by fitting the teleseismic P and SH waves recorded by the global seismic network. The results show that the focal depth is 16 ​km, with the main rupture having a length of about 45 ​km near the epicenter, with a maximum displacement of 1.02 ​m. Although the rupture mainly propagates from the north–northwest (NNW) to the south–southeast (SSE) along the fault strike, there is a small-scale rupture slip zone at shallow depths in the north–northeast (NNE) direction along the epicenter of the seismogenic fault. This rupture image corresponds to the cluster distribution of aftershocks in the NNW and SSE directions starting from the epicenter, corresponding to the distribution of recorded landslides. The earthquake occurred on the Moxi fault, located in the southeastern section of the Xianshuihe fault. The major tectonic feature in this area is the southeastward movement of the Chuandian block relative to the Bayanhar block.

2022年9月5日,北京时间下午12:52,四川省甘孜藏族自治州泸定县发生6.8级地震。震中位于川滇、巴彦卡拉和华南地块的交汇处。构造背景极其复杂,强震频发。基于预先确定的震源位置和震源机制解,我们通过拟合全球地震台网记录的远震P波和SH波,反演了地震的震源深度和破裂过程。结果表明,焦深为16​km,主断裂长度约为45​震中附近公里,最大位移1.02​m。虽然断裂主要沿断层走向从北西北(NNW)向东南偏南(SSE)传播,但沿发震断层的震中,在北东北(NNE)方向的浅层有一个小规模的断裂滑动带。该破裂图像对应于从震中开始的NNW和SSE方向余震的集群分布,对应于记录的滑坡的分布。地震发生在磨溪断裂上,位于淡水河断裂的东南段。该区的主要构造特征是川店地块相对于巴彦哈尔地块的东南运动。
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引用次数: 4
Development of piezoelectric-based technology for application in civil structural health monitoring 压电技术在土木结构健康监测中的应用进展
Pub Date : 2023-04-01 DOI: 10.1016/j.eqrea.2022.100154
Qian Feng , Yabin Liang

Piezoelectric material, as one of the great potential materials, had attracted lots of attention all over the world due to its distinguish advantages. In this paper, the development of piezoelectric-based technology for application in the field of civil structural health monitoring (CSHM), was summarized and discussed. Based on the different identification mechanisms, the piezoelectric transducer-based technology can be divided into two main approaches as the active or passive sensing and detection methods. This paper summarized the development of these two approaches and discussed their applications in the area of civil structural health monitoring, such as structural and concrete engineering, bridge engineering, pipeline engineering, protection engineering for geological hazards and earthquake disasters, and so on. In addition, the electrical mechanical impedance (EMI) technique, as one of the active identification methods, was also detailly presented. Finally, its great potential for the piezoelectric-based technique was presented based on the detail discussion, especially in the areas of civil structural health monitoring.

压电材料作为一种极具潜力的材料,因其独特的优势而受到世界各国的广泛关注。本文对压电技术在民用结构健康监测领域的应用进展进行了总结和讨论。基于不同的识别机制,基于压电换能器的技术可分为两种主要方法,即主动或被动传感和检测方法。本文综述了这两种方法的发展,并讨论了它们在土木结构健康监测领域的应用,如结构与混凝土工程、桥梁工程、管道工程、地质灾害和地震灾害防护工程等,作为一种主动识别方法,本文还对其进行了详细的介绍。最后,在详细讨论的基础上,介绍了压电技术在民用结构健康监测领域的巨大潜力。
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引用次数: 3
Spatio-temporal variations of shallow seismic velocity changes in Salton Sea Geothermal Field, California in response to large regional earthquakes and long-term geothermal activities 加州索尔顿海地热田浅层地震速度时空变化对大区域地震和长期地热活动的响应
Pub Date : 2023-04-01 DOI: 10.1016/j.eqrea.2022.100178
Chengyuan Zhang , Zhigang Peng , Xiaoyan Liu , Chenyu Li

We measure spatio-temporal variations of seismic velocity changes in Salton Sea Geothermal Field, California based on cross correlations of daily seismic traces recorded by a borehole seismic network from December 2007 to January 2014. We find clear co-seismic velocity reductions during the 2010 M 7.2 ​El Mayor–Cucapah, Mexico earthquake at ∼100 ​km further south, followed by long-term recoveries. The co-seismic reductions are larger with longer post-seismic recoveries in higher frequency bands, indicating that material damage and healing process mostly occurred in the shallow depth. In addition, the co-seismic velocity reductions are larger for ray paths outside the active fluid injection/extraction regions. The ray paths inside injection/extraction regions are associated with smaller co-seismic reductions, but subtle long-term velocity increases. We also build 3D transient water flow models based on monthly injection/extraction rates, and find correlations between several water flow parameters and co-seismic velocity reductions. We interpret the relative lack of co-seismic velocity changes within the geothermal region as unclogging of fracture network due to persistent fluid flows of geothermal production. The long-term velocity increase is likely associated with the ground water depletion and subsidence due to net production.

基于2007年12月至2014年1月钻孔地震台网记录的每日地震道的互相关,我们测量了加利福尼亚州索尔顿海地热场地震速度变化的时空变化。我们发现,在2010年M 7.2期间,同震速度明显下降​El Mayor–墨西哥库卡帕地震,震级约100​再往南公里,随后是长期复苏。在更高的频带中,同震减少幅度更大,地震后恢复时间更长,这表明物质损伤和愈合过程主要发生在浅层。此外,对于活跃流体注入/提取区域之外的射线路径,同震速度降低较大。注入/提取区域内的射线路径与较小的同震减少有关,但与细微的长期速度增加有关。我们还基于月注入/提取率建立了三维瞬态水流模型,并发现了几个水流参数与同震速度降低之间的相关性。我们将地热区内相对缺乏同震速度变化解释为由于地热生产的持续流体流动而疏通了裂缝网络。长期速度的增加可能与地下水的枯竭和净产量引起的沉降有关。
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引用次数: 2
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Earthquake Research Advances
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