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Co-seismic surface displacement of the June 21, 2022 Khōst MW6, Afghanistan earthquake from InSAR observations 来自InSAR观测的2022年6月21日Khōst阿富汗MW6地震的同震地表位移
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-11-01 DOI: 10.1016/j.geog.2023.08.003
Prohelika Dalal, Batakrushna Senapati, Bhaskar Kundu
A robust estimation of the earthquake location, seismic moment, and fault geometry is essential for objective seismic hazard assessment. Seismic events in a remote location, specifically in the absence of seismic and GNSS networks, can be investigated effectively using the InSAR-based technique. This study adopts the Differential Interferometric SAR (DInSAR) technique to quantify the co-seismic surface displacement caused by the June 21, 2022, Khōst MW6, Afghanistan earthquake that occurred along the western plate boundary between the Indian and Eurasian plate. The interferograms show that the maximum surface deformation occurred on the northwest and southwest of the fault line. From coherence, the Line of Sight (LOS)displacement, and the co-seismic surface displacement analysis, it has been observed that surface deformation was most pronounced in the southwest region of the fault line, and the surface has moved to the opposite direction along the fault line, which indicates a sinistral slightly oblique strike-slip movement. This InSAR-based observation appears consistent with the seismic waveforms derived from co-seismic surface displacements. Further, it has been argued that the slip deficit accumulated during the period of the last about 48 years along the frontal region of the northward extension of the Suleiman range and associated fault zone is qualitatively estimated at about 1.5 m, which is consistent with the seismic waveforms derived finite slip model.
对地震位置、地震力矩和断层几何形状的可靠估计对于客观的地震危险性评估至关重要。在偏远地区,特别是在没有地震和GNSS网络的情况下,可以使用基于insar的技术有效地调查地震事件。本研究采用差分干涉合成孔径雷达(DInSAR)技术,对发生在印度板块与欧亚板块西部边界的2022年6月21日Khōst MW6阿富汗地震引起的同震地表位移进行量化。干涉图显示,最大地表变形发生在断裂线的西北和西南。从相干性、视线位移和同震地表位移分析来看,地表变形在断裂线西南区域最为明显,地表沿断裂线向相反方向移动,为左旋微斜走滑运动。这种基于insar的观测结果与同震地表位移产生的地震波相一致。在此基础上,定性地估计了近48年来苏莱曼山脉北伸额区及其伴生断裂带的滑动亏缺量约为1.5 m,这与地震波形导出的有限滑动模型相一致。
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引用次数: 0
The June 2022 Khost earthquake in southeastern Afghanistan: A complicated shallow slip event revealed with InSAR 2022年6月阿富汗东南部霍斯特地震:InSAR揭示了一个复杂的浅层滑动事件
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-11-01 DOI: 10.1016/j.geog.2023.02.002
Jiangtao Qiu , Lingyun Ji , Liangyu Zhu , Chuanjin Liu , Jinshuo Wang

On June 22, 2022, the Mw6.2 earthquake in southeastern Afghanistan caused a severe disaster. We used the Sentinel-1A ascending and descending track images of the European Space Agency and interferometric synthetic aperture radar (InSAR) to obtain the coseismic surface deformation field of the earthquake, which showed that the earthquake caused complex ruptures of multiple faults and various types. Using the dislocation model of the elastic half-space, we determined the focal parameters and slip distribution on the fault plane of this event. The results reveal that: (1) the seismogenic fault of this event is an unknown fault on the northeastern edge of the Katawaz microblock; (2) The slip on the fault plane is mainly in the range of 0–8 km along the dip, with maximum slips about 2 m at a depth of 2 km, which projected on the surface is 69.44°E, 32.96°N. This event suggests that, similar to the Chaman, Ghazaband and other large faults, the faults inside the microblock also play an important role in adjusting for the collision stress between India and Europe.

2022年6月22日,阿富汗东南部发生里氏6.2级地震,造成严重灾害。利用欧洲空间局Sentinel-1A上升和下降轨迹图像和干涉合成孔径雷达(InSAR)获取了地震的同震地表变形场,结果表明地震引起了多断层、多类型的复杂破裂。利用弹性半空间位错模型,确定了该地震的震源参数和断层面上的滑动分布。结果表明:(1)本次事件的发震断裂为Katawaz微地块东北缘的一条未知断裂;(2)断面上的滑动主要在倾角0 ~ 8 km范围内,在2 km深度处最大滑动量约为2 m,在地表投影为69.44°E, 32.96°N。这一事件表明,与查曼、加扎班和其他大断层类似,微块内部的断层在调整印度和欧洲之间的碰撞应力方面也起着重要作用。
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引用次数: 2
Impacts of artificial dams on terrestrial water storage changes and the Earth's elastic load response during 1950–2016: A case study of medium and large reservoirs in inland China 1950-2016年人工水坝对陆地蓄水变化及地球弹性荷载响应的影响——以中国内陆大中型水库为例
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-11-01 DOI: 10.1016/j.geog.2023.07.009
Linsong Wang, Mingtao Zhu, Yulong Zhong, Jianwei Sun, Zhenran Peng
The construction of dams for intercepting and storing water has altered surface water distributions, land-sea water exchanges, and the load response of the solid Earth. The lack of accurate estimation of reservoir properties through the land surface and hydrological models can lead to water storage simulation and extraction errors. This impact is particularly evident in many artificial reservoirs in China. The study aims to comprehensively assess the spatiotemporal distribution and trends of water storage in medium and large reservoirs (MLRs) in inland China during 1950–2016, and to investigate the gravity, displacement, and strain effects induced by the reservoir mass concentration using the load elasticity theory. In addition, the impoundment contributions of MLRs to the relative sea level changes were assessed using a sea-level equation. The results show impoundment increases in the MLRs during 1950–2016, particularly in the Yangtze River (Changjiang) and southern basins, causing significant elastic load effects in the surrounding areas of the reservoirs and increasing the relative sea level in China's offshore. However, long-term groundwater estimation trends are overestimated and underestimated in the Yangtze River and southwestern basins, respectively, due to the neglect of the MLRs impacts or the uncertainty of the hydrological model's output (e.g., soil moisture, etc.). The construction of MLRs may reduce the water mass input from land to the ocean, thus slowing global sea level rise. The results of the impact of human activities on the regional water cycle provide important references and data support for improving the integration of hydrological models, evaluating Earth's viscoelastic responses under long-term reservoir storage, enhancing in-situ and satellite geodetic measurements, and identifying the main factors driving sea level changes.
拦水和蓄水大坝的建设改变了地表水的分布、陆地-海水的交换和固体地球的荷载响应。由于无法通过地表和水文模型对水库性质进行准确估计,导致储水模拟和提取存在误差。这种影响在中国的许多人工水库中尤为明显。基于荷载弹性理论,综合评价了1950—2016年中国内陆大中型水库蓄水量的时空分布和变化趋势,并对水库质量浓度引起的重力、位移和应变效应进行了研究。此外,利用海平面方程评估了MLRs对相对海平面变化的蓄水贡献。结果表明:1950-2016年,长江流域和南部流域的水库蓄水量增加,导致水库周边地区的弹性荷载效应显著,中国近海相对海平面上升。然而,由于忽略了MLRs的影响或水文模型输出(如土壤湿度等)的不确定性,长江流域和西南流域地下水的长期估算趋势分别被高估和低估。MLRs的建设可能会减少从陆地到海洋的水团输入,从而减缓全球海平面上升。人类活动对区域水循环影响的研究结果为完善水文模型整合、评价库区长期蓄水条件下地球粘弹性响应、加强原位和卫星大地测量以及识别海平面变化的主要驱动因素提供了重要的参考和数据支持。
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引用次数: 0
Algorithms and statistical analysis for linear structured weighted total least squares problem 线性结构加权总最小二乘问题的算法与统计分析
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-10-01 DOI: 10.1016/j.geog.2023.06.001
Jian Xie, Tianwei Qiu, Cui Zhou, Dongfang Lin, Sichun Long
Weighted total least squares (WTLS) have been regarded as the standard tool for the errors-in-variables (EIV) model in which all the elements in the observation vector and the coefficient matrix are contaminated with random errors. However, in many geodetic applications, some elements are error-free and some random observations appear repeatedly in different positions in the augmented coefficient matrix. It is called the linear structured EIV (LSEIV) model. Two kinds of methods are proposed for the LSEIV model from functional and stochastic modifications. On the one hand, the functional part of the LSEIV model is modified into the errors-in-observations (EIO) model. On the other hand, the stochastic model is modified by applying the Moore-Penrose inverse of the cofactor matrix. The algorithms are derived through the Lagrange multipliers method and linear approximation. The estimation principles and iterative formula of the parameters are proven to be consistent. The first-order approximate variance-covariance matrix (VCM) of the parameters is also derived. A numerical example is given to compare the performances of our proposed three algorithms with the STLS approach. Afterwards, the least squares (LS), total least squares (TLS) and linear structured weighted total least squares (LSWTLS) solutions are compared and the accuracy evaluation formula is proven to be feasible and effective. Finally, the LSWTLS is applied to the field of deformation analysis, which yields a better result than the traditional LS and TLS estimations.
加权总最小二乘(WTLS)被认为是处理观测向量和系数矩阵中所有元素都带有随机误差的变量误差(EIV)模型的标准工具。然而,在许多大地测量应用中,一些元素是无误差的,一些随机观测值在增广系数矩阵的不同位置重复出现。它被称为线性结构化EIV (LSEIV)模型。针对LSEIV模型提出了两种方法,分别从泛函修正和随机修正两方面进行了改进。一方面,将LSEIV模型的功能部分修改为观测误差(EIO)模型;另一方面,利用协因子矩阵的Moore-Penrose逆对随机模型进行修正。算法是通过拉格朗日乘子法和线性逼近推导出来的。证明了参数的估计原理和迭代公式是一致的。导出了参数的一阶近似方差-协方差矩阵(VCM)。最后通过一个算例比较了本文提出的三种算法与STLS方法的性能。然后,比较了最小二乘(LS)、总最小二乘(TLS)和线性结构加权总最小二乘(LSWTLS)三种解,证明了精度评价公式的可行性和有效性。最后,将LSWTLS应用于变形分析领域,得到了比传统LS和TLS估计更好的结果。
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引用次数: 0
Deformation monitoring of long-span railway bridges based on SBAS-InSAR technology 基于SBAS-InSAR技术的大跨度铁路桥梁变形监测
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-10-01 DOI: 10.1016/j.geog.2023.07.005
Lv Zhou, Xinyi Li, Yuanjin Pan, Jun Ma, Cheng Wang, Anping Shi, Yukai Chen
The deformation monitoring of long-span railway bridges is significant to ensure the safety of human life and property. The interferometric synthetic aperture radar (InSAR) technology has the advantage of high accuracy in bridge deformation monitoring. This study monitored the deformation of the Ganjiang Super Bridge based on the small baseline subsets (SBAS) InSAR technology and Sentinel-1A data. We analyzed the deformation results combined with bridge structure, temperature, and riverbed sediment scouring. The results are as follows: (1) The Ganjiang Super Bridge area is stable overall, with deformation rates ranging from −15.6 mm/yr to 10.7 mm/yr (2) The settlement of the Ganjiang Super Bridge deck gradually increases from the bridge tower toward the main span, which conforms to the typical deformation pattern of a cable-stayed bridge. (3) The sediment scouring from the riverbed cause the serious settlement on the bridge's east side compared with that on the west side. (4) The bridge deformation negatively correlates with temperature, with a faster settlement at a higher temperature and a slow rebound trend at a lower temperature. The study findings can provide scientific data support for the health monitoring of long-span railway bridges.
大跨度铁路桥梁变形监测对保障人的生命财产安全具有重要意义。干涉合成孔径雷达(InSAR)技术在桥梁变形监测中具有精度高的优点。基于SBAS InSAR小基线子集(small baseline subsets, SBAS)和Sentinel-1A数据,对赣江特大桥进行了变形监测。结合桥梁结构、温度、河床泥沙冲刷等因素对变形结果进行了分析。结果表明:(1)赣江特大桥区域整体稳定,变形速率在- 15.6 ~ 10.7 mm/yr之间;(2)赣江特大桥桥面沉降从桥塔向主跨逐渐增大,符合典型斜拉桥变形模式;(3)由于河床泥沙冲刷,桥的东侧沉降较西侧严重。(4)桥梁变形与温度呈负相关,温度越高沉降越快,温度越低反弹趋势越慢。研究结果可为大跨度铁路桥梁的健康监测提供科学的数据支持。
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引用次数: 0
Stress triggering effect on the 2022 Honghe MS5.0 earthquake with historical strong earthquakes 2022年红河5.0级历史强震的应力触发效应
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-10-01 DOI: 10.1016/j.geog.2023.07.008
Mingce Wang, Zifeng Liu, Ruijie Luo
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引用次数: 0
Quality assessment of the Topo-Iberia CGPS stations and data quality's effects on postfit ionosphere-free phase residuals Topo-Iberia CGPS台站质量评价及数据质量对拟合后无电离层相位残差的影响
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-10-01 DOI: 10.1016/j.geog.2023.07.006
Juan A. García-Armenteros
This paper analyzed GPS data from the Topo-Iberia network spanning almost 12 years (2008–2020). The data quality information for all 26 Topo-Iberia stations is provided for the first time, complementing the Spanish Geological Survey's storage work. Data analyses based on quality indicators obtained using TEQC have been carried out. The guidelines and data quality information from the IGS stations have been considered as the quality references, with the stations ALJI, EPCU, and TIOU standing out as the worst stations, while on the contrary, FUEN, PALM, PILA, and TRIA meet the quality requirements to become an IGS station. The relationship between the GPS data quality and their GAMIT- and GipsyX-derived postfit ionosphere-free phase residuals has also been investigated, and the results reveal an inversely proportional relationship. It has been found that the stations showing an increase in elevation of the horizon line, also show an increase in cycle slips and multipath, are among the poorest quality stations, and among those with the highest postfit RMS of phase residuals. Moreover, the evolution of the vegetation around the antenna should be considered as it could cause a progressive loss of quality, which is not complying with the IGS standards. The quality assessment shows that the Topo-Iberia stations are appropriate for geodetic purposes, but permanent monitoring would be necessary to avoid the least possible loss of data and quality. In addition, a method to characterize the GNSS data quality is proposed.
本文分析了Topo-Iberia网络近12年(2008-2020年)的GPS数据。首次提供了所有26个Topo-Iberia站的数据质量信息,补充了西班牙地质调查局的存储工作。根据TEQC获得的质量指标进行了数据分析。我们以IGS台站的指南和数据质量信息作为质量参考,其中ALJI、EPCU和TIOU台站的质量最差,而FUEN、PALM、PILA和TRIA台站的质量符合成为IGS台站的要求。本文还研究了GPS数据质量与其GAMIT-和gipsyx衍生的拟合后无电离层相位残差之间的关系,结果表明两者呈反比关系。研究发现,随着地面线高程的增加,周期跳差和多径的增加,这些站点的质量最差,同时也是相位残差后拟合均方根值最高的站点。此外,应考虑天线周围植被的演变,因为它可能导致质量逐渐下降,这不符合IGS标准。质量评价表明,Topo-Iberia监测站适合大地测量目的,但需要进行长期监测,以尽量减少数据和质量的损失。此外,提出了一种表征GNSS数据质量的方法。
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引用次数: 0
Exact and heuristic formulae to compute the geodetic height from the ellipse equation 从椭圆方程计算大地高度的精确启发式公式
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-10-01 DOI: 10.1016/j.geog.2023.05.007
Mohamed Eleiche, Ahmed Mansi
The conversion of the cartesian coordinates of a point to its geodetic equivalent coordinates in reference to the geodetic ellipsoid is one of the main challenges in geodesy. The ellipse equation in the meridian plane significantly influences the value of the geodetic coordinates. This research analyzes this influence and how it can contribute to their solutions. The study investigates the mathematical relation between them and presents an exact formula relating to the geodetic height and the ellipse equation. In addition, a heuristic formula for the relation between the geodetic height and the ellipse equation is proposed, which is independent of the geodetic latitude and has a relative accuracy better than 99.9 %. The calculation is stable, and the cost is low.
将点的笛卡儿坐标转换成参照大地椭球体的大地等效坐标是大地测量学中的主要挑战之一。子午线平面上的椭圆方程对大地坐标系的取值有重要影响。本研究分析了这种影响以及它如何有助于他们的解决方案。研究了它们之间的数学关系,提出了大地高度与椭圆方程的精确关系式。此外,还提出了一种不受大地纬度影响的大地高度与椭圆方程关系的启发式公式,其相对精度优于99.9%。计算稳定,成本低。
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引用次数: 0
Geomorphic signatures and active tectonics in western Saurashtra, Gujarat, India 印度古吉拉特邦西部索拉斯特拉的地貌特征和活动构造
4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-09-02 DOI: 10.1016/j.geog.2023.08.001
Bikramaditya Mondal , Mery Biswas , Soumyajit Mukherjee , Mohamedharoon A. Shaikh

Active tectonics in an area includes ongoing or recent geologic events. This paper investigates the tectonic influence on the subsidence, uplift and tilt of western Saurashtra through morphotectonic analysis of ten watersheds along with characteristics of relief and drainage orientation. Watersheds 7–9 to the north (N) are tectonically active, which can be linked with the North Kathiawar Fault System (NKFS) and followed by watersheds 6, 10, 1, 4 and 5. Stream-length gradient index and sinuosity index indicate the effect of tectonic events along the master streams in watersheds 6–9. Higher R2 values of the linear curve fit for watershed 7 indicate its master stream is much more tectonically active than the others. The R2 curve fitting model and earthquake magnitude/depth analysis confirm the region to be active. The reactivation of the NKFS most likely led to the vertical movement of western Saurashtra.

一个地区的活动构造包括正在发生或近期发生的地质事件。本文通过对十个分水岭的形态构造分析,结合地貌特征和排水方向,研究了构造对索拉施特拉西部沉降、隆升和倾斜的影响。北部(N)的 7-9 流域构造活跃,可与北卡蒂亚瓦断层系统(NKFS)联系起来,其次是 6、10、1、4 和 5 流域。溪流长度梯度指数和蜿蜒度指数表明,6-9 号流域的主溪流受到构造事件的影响。流域 7 的线性曲线拟合 R2 值较高,表明其主溪流的构造活动比其他溪流要活跃得多。R2 曲线拟合模型和地震震级/深度分析证实了该区域的活动性。NKFS 的重新激活很可能导致了西索拉施特拉的垂直运动。
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引用次数: 0
Co-seismic deformation for the 2015 MW7.8 Gorkha earthquake (Nepal) using near-field GPS data 使用近场GPS数据的2015年尼泊尔廓尔喀7.8级地震的同震变形
IF 2.4 4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2023-09-01 DOI: 10.1016/j.geog.2023.07.001
Jing Xiong , Chao Chen , Jiaming Cao , Junxiang Wang , Xingbo Liu

Seasonal variations and common mode errors affect the precision of the Global Positioning System (GPS) time series. In this paper, we explore to improve the precision of coordinate time series, thereby providing a better detection of weak or transient deformation signals, particularly co-seismic signals. Based on 97 GPS stations, including the campaign and continuous GPS stations in Nepal and southern Tibet, we first consider seasonal variations and common errors, then obtain co-seismic deformation of the 2015 Gorkha earthquake in Nepal and southern Tibet. Our co-seismic rupture model is characterized by a shallow ramp and a deeper detachment fault, in agreement with the relocated aftershock sequence. Our results indicate that the earthquake rupture is mainly distributed in the upper-crustal fault, and the maximum slip is up to 8.0 m at ∼15.0 km depth located in the approximate-80 km east of the epicenter. The average slip is more than 5 m, and the total modelled magnitude is MW7.84, consistent with the observed seismic moment. Our rupture model for the 2015 Gorkha earthquake suggests that the rupture zone is not only in the upper crustal Main Himalayan Thrust (MHT), but also spreads to the northern segment of the MHT.

季节变化和共模误差影响全球定位系统(GPS)时间序列的精度。本文探讨如何提高坐标时间序列的精度,从而更好地检测微弱或瞬态变形信号,特别是同震信号。基于尼泊尔和藏南地区的97个GPS站点(包括运动和连续GPS站点),首先考虑季节变化和常见误差,得到尼泊尔和藏南地区2015年廓尔喀地震的同震形变。我们的同震破裂模型的特征是一个浅斜坡和一个较深的分离断层,与重新定位的余震序列一致。结果表明,此次地震破裂主要分布在地壳上断裂,在震中以东约80 km处的~ 15.0 km深度处最大滑动可达8.0 m。平均滑动量大于5 m,模拟总震级为MW7.84,与实测地震矩一致。2015年廓尔喀地震的断裂模型表明,断裂带不仅位于上地壳喜马拉雅主逆冲(MHT)内,而且向喜马拉雅主逆冲北段扩散。
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引用次数: 0
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Geodesy and Geodynamics
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