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1.
Semi-detailed gravity investigations were carried out over an area of approximately 2750 sq km with maximum N-S and E-W extents of 55 and 50 km respectively in the Gadag region in the Dharwar craton with a view to obtain a clearer perception of the structural configuration of the region. From qualitative analysis of the gravity data, several tectonic features are inferred: the high density Gadag schist belt is characterized by a gravity high and occurs in two discontinuous segments — the main N-S trending segment, and its thinner NW-SE trending extension, the two separated by a NE-SW trending deep seated fault. While the N-S trend of the Gadag schist belt is bounded on its east by the NW-SE trending Chitradurga thrust fault and on its west by another major NNWSSE trending fault, the NW-SE extension is likewise bounded by two other NW-SE major faults. Quantitative evaluation from forward modeling/inversion of five profiles in the region, assuming a density contrast of 0.29gm/cc of the anomalous schistose body with the gneissic host rocks indicated a synclinal structure plunging to the southeast along its axis for the Gadag schist belt. The maximum width and depth from surface of the schist belt are 22 km and 5.6 km respectively.  相似文献   

2.
Indian peninsular shield, which was once considered to be seismically stable, is experiencing many earthquakes recently. As part of the national level microzonation programme, Department of Science and Technology, Govt. of India has initiated microzonation of greater Bangalore region. The seismic hazard analysis of Bangalore region is carried out as part of this project. The paper presents the determination of maximum credible earthquake (MCE) and generation of synthetic acceleration time history plot for the Bangalore region. MCE has been determined by considering the regional seismotectonic activity in about 350 km radius around Bangalore city. The seismotectonic map has been prepared by considering the faults, lineaments, shear zones in the area and historic earthquake events of more than 150 events. Shortest distance from the Bangalore to the different sources is measured and then peak ground acceleration (PGA) is calculated for the different source and moment magnitude. Maximum credible earthquake found in terms of moment magnitude is 5.1 with PGA value of 0.146 g at city centre with assuming the hypo central distance of 15.88 km from the focal point. Also, correlations for the fault length with historic earthquake in terms of moment magnitude, yields (taking the rupture fault length as 5% of the total fault length) a PGA value of 0.159 g. Acceleration time history (ground motion) and a response acceleration spectrum for the corresponding magnitude has been generated using synthetic earthquake model considering the regional seismotectonic parameters. The maximum spectral acceleration obtained is 0.332 g for predominant period of 0.06 s. The PGA value and synthetic earthquake ground motion data from the identified vulnerable source using seismotectonic map will be useful for the PGA mapping and microzonation of the area.  相似文献   

3.
We herein present source parameters and focal mechanism of a rare cratonic upper crustal earthquake of Mw4.0, which occurred at 8 km depth (centroid depth) below a region near Deogarh, Jharkhand. For our study, we used broadband waveform data from a seismic network of 15 three-component seismographs in the eastern Indian craton. The average seismic moment, moment magnitude and source radius are estimated to be 1.1 × 1015 N-m, 4.0 and 180.6 m, respectively. The high average stress drop of 14.27 MPa could be attributed to its lower-crustal origin. The mean corner frequency is calculated to be 4.1 Hz. To study the source mechanism, we perform a deviatoric constrained full waveform moment tensor inversion of multiple point sources on the band-passed (0.06 – 0.14 Hz) broadband displacement data of the Deogarh event, using ISOLA software. The best fit is obtained for the source at 8 km centroid depth, with a moment magnitude 3.7, and a right-lateral strike-slip mechanism with strike 162°, dip 72° and rake 169°. The P-axis orients N24°E, which is parallel to the direction of the absolute plate motion direction of Indian plate, while T-axis orients E-W, which is parallel to the strike of the pre-existing Damodar Graben (DG) of Gondwana age. The occurrence of this earthquake is attributed to the neotectonic reactivation of a fault associated with the E-W trending DG shear zone.  相似文献   

4.
We used satellite imagery and field data to investigate the south‐westernmost Baikal rift zone. We focus our study in the Mondy and Ikhe Ukhgun valleys, site of an Mw = 6.9 seismic event in 1950. Surface deformations are observed along the E–W‐trending Mondy strike‐slip fault and along the Ikhe Ukhgun thrust. The Mondy fault system is 80 km long and is composed of four segments 10–15 km long. These segments are characterized by subvertical planes with left‐lateral movements. The Ikhe Ukhgun thrust is 20 km long, dips 40° to the south and shows reverse movement with a left‐lateral component. These observations are consistent with the present‐day regional NNE–SSW compression and with the focal mechanism of the 1950 Mondy earthquake that was recently re‐evaluated. These features, like those observed in the Tunka basin, demonstrate a recent change of regional strain regime from transtension to transpression that we place before the Late Pleistocene.  相似文献   

5.
This article presents the results of deterministic and probabilistic seismic hazard analyses (DSHA and PSHA) of the city of Hamedan and its neighboring regions. This historical city is one of the developing cities located in the west of Iran. For this reason, the DSHA and PSHA approaches have been used for the assessment of seismic hazards and earthquake risk evaluation. To this purpose, analyses have been carried out considering the historic and instrumented earthquakes, geologic and seismotectonic parameters of the region covering a radius of 100?km, keeping Hamedan as the center. Therefore, in this research, we studied the main faults and fault zones in the study area and calculated the length and distance of faults from the center of Hamedan. In the next step, we measured the maximum credible earthquake (MCE) and peak ground acceleration (PGA) using both DSHA and PSHA approaches and utilized the various equations introduced by different researchers for this purpose. The results of DSHA approach show that the MCE-evaluated value is 7.2 Richter, which might be created by Nahavand fault activities in this region. The PGA value of 0.56?g will be obtained from Keshin fault. The results of PSHA approach show that the MCE-evaluated value is 7.6 Richter for a 0.64 probability in a 50-year period. The PGA value of 0.45?g will be obtained from Keshin fault. Seismic hazard parameters have been evaluated considering the available earthquake data using Gutenberg?CRichter relationship method. The ??a?? and ??b?? parameters were estimated 5.53 and 0.68, respectively.  相似文献   

6.
Abstract: There are two co-seismic faults which developed when the Wenchuan earthquake happened. One occurred along the active fault zone in the central Longmen Mts. and the other in the front of Longmen Mts. The length of which is more than 270 km and about 80 km respectively. The co-seismic fault shows a reverse flexure belt with strike of N45°–60°E in the ground, which caused uplift at its northwest side and subsidence at the southeast. The fault face dips to the northwest with a dip angle ranging from 50° to 60°. The vertical offset of the co-seismic fault ranges 2.5–3.0 m along the Yingxiu-Beichuan co-seismic fault, and 1.5–1.1 m along the Doujiangyan-Hanwang fault. Movement of the co-seismic fault presents obvious segmented features along the active fault zone in central Longmen Mts. For instance, in the section from Yingxiu to Leigu town, thrust without evident slip occurred; while from Beichuan to Qingchuan, thrust and dextral strike-slip take place. Main movement along the front Longmen Mts. shows thrust without slip and segmented features. The area of earthquake intensity more than IX degree and the distribution of secondary geological hazards occurred along the hanging wall of co-seismic faults, and were consistent with the area of aftershock, and its width is less than 40km from co-seismic faults in the hanging wall. The secondary geological hazards, collapses, landslides, debris flows et al., concentrated in the hanging wall of co-seismic fault within 0–20 km from co-seismic fault.  相似文献   

7.
叙利亚东北Oudeh油田上白垩统Shiranish油藏储层为一套由孔隙性颗粒灰岩构成的碳酸盐岩缓坡沉积,其构造背景总体上为北西高、东南低,并被近东西和近南北走向的两组断层分割成若干断块,其中近南北走向的几条大断层为同生断层,是油田内的主控断层.同生断裂作用形成的古地形高差对沉积和成岩作用有一定的控制作用,从而控制了优质...  相似文献   

8.
河南嵩县东湾金矿田地质特征及找矿远景   总被引:1,自引:0,他引:1  
庞绪成 《地质与勘探》2011,47(5):765-771
东湾金矿田受区域性近南北向和近东西向构造联合控制,岩浆活动强烈,成矿地质条件好,已发现多处金矿床及金矿点。主要金矿体呈脉状或透镜状赋存于东湾断裂蚀变带及其两侧的近东西向断裂带内,构造带宽2~20m不等,最大宽度超过30m。矿体倾角50°~65°,空间上呈舒缓波状延伸,膨大收缩、分枝复合现象普遍。与金矿化关系密切的矿化蚀...  相似文献   

9.
Determining the main controlling factors of earthquake-triggered geohazards is a prerequisite for studying earthquake geohazards and post-disaster emergency response. By studying these factors, the geomorphic and geological factors controlling the nature, condition, and distribution of earthquake-induced geohazards can be analyzed. Such insights facilitate earthquake disaster prediction and emergency response planning.The authors combined field investigations and spatial data analysis to examine...  相似文献   

10.
西南某巨型水电站坝区推覆断层研究   总被引:1,自引:1,他引:1  
马家河坝断层发育于金沙江某巨型水电站库区,距坝址最近仅3km,且沿江两岸出露,主断面不同部分和次级断层结构样式和变形特征复杂。所以对断层的认识一直是大坝稳定性评价的重点也是争论的焦点。通过大比例尺野外填图、开挖平硐和室内构造解析获得了大量新资料,认为该断层是一个发育在地台内部的小型推覆构造。首次厘定了断层几何学和运动学特征和影响范围,分析了断层的动力学机制。这对大坝的施工和蓄水后的安全运行有重大意义。  相似文献   

11.
Three deep wells (5000 m) have been drilled into a fractured granite basement at Soultz-sous-Forêts, within the Tertiary Rhine Graben, in order to develop a heat exchanger and produce electricity after the creation of an EGS reservoir. Very few analyses representative of the deep geothermal fluids are available because of frequent contamination by drilling fluids or injected waters. These indicate similar chemical and isotopic compositions (NaCl fluids) and high salinities (about 100 g/l) suggesting a common sedimentary origin and identical water–rock interaction processes at equilibrium temperatures close to 230 °C in a sedimentary rather than a granite reservoir. The latter would be situated closer to the Graben centre where the Triassic Buntsandstein formation is deepest and hottest. Tracer tests conducted after 2000 show that the deep native geothermal brine is omnipresent in the fluids discharged during the production and circulation tests. Its natural convective flux was estimated at 1–1.2 m3/h.  相似文献   

12.
1 IntroductionOn November 14, 2001, a large earthquake of M-8.1(magnitude of 8.1) occurred to the west of the KunlunMountain Pass which bounds Xinjiang Uygur AutonomousRegion and Qinghai Province. The Chinese seismicnetwork measured the epicenter of this event to be locatedat 36.2°N, 90.9°E, 350 km away from Golmud City ofQinghai and 400 km from Ruoqiang County of Xinjiang.This is the largest earthquake in the Chinese mainland sincethe M-8.0 earthquake occurring in Damxung of Tibet…  相似文献   

13.
某拟建水电站为高坝大库,挡水建筑物系200m级碾压混凝土重力坝,系我国在境外投资建设的重大能源项目之一。该水电站位于一条区域性的深大断裂(F4断裂)上,该断裂的活动性以及涉及的筑坝技术可行性为本工程的重大技术课题,关乎水电站成立与否的关键。为此开展了区域地震地质调查、物探、钻探、硐探、断裂物质测龄以及岩土物理力学性质现场和室内测试等大量工作,研究表明:(1)该断裂地震活动微弱,最新活动年龄14.2万~79.8万年,是一条晚更新世以来不活动的断裂,为非活动断层;(2)F4断裂对水坝建设存在影响的部位主要为碎裂岩带和F4-1、F4-2断层,其中微新碎裂岩多为Ⅲ1B类岩体,仅F4-2断层下盘影响带内的碎裂岩岩体为Ⅳ1B类岩体,F4-1、F4-2断层带工程性质差,为Ⅴ类岩体,是坝基最软弱的部位;(3)在F4断裂带上筑坝,建库后诱发构造型水库地震的可能性小,存在的主要工程地质问题为坝基变形和渗漏、渗透稳定问题,可通过适当深挖,并结合回填混凝土塞、固结灌浆、加深加密帷幕孔以及增加帷幕排数等工程措施予以处理。因此,F4断裂带上可以兴建水电站工程,筑坝技术可行。结果可为该水电站设计、施工提供技术依据,为类似工程提供技术参考。  相似文献   

14.
太白山古冰川地貌与地质构造   总被引:5,自引:0,他引:5  
夏正楷 《冰川冻土》1990,12(2):155-160
  相似文献   

15.
太白山分布有更新世冰川地形,其冰川槽谷在平面上呈“十”字型排列;横剖面EW向的呈宽谷形,NS向是呈U型:纵剖面EW向比较平坦,SN向呈阶梯状,其中有许多断裂陡坎。冰斗均位于断裂交汇点,面积不大而深度却相当大。这些地形的形态特征可以用构造加以解释,断裂破碎带是最有利于冰川刨蚀的地段。  相似文献   

16.
该水电站坝址区位于Ⅱ、Ⅲ级阶地平台上,被第四系松散沉积物覆盖,为探明下面是否发育有隐伏断层,本文首先研究从区域构造变形规律和坝址区周边基岩断层发育特征出发,结合断层气(氡气和地气)测量技术发现13号测点氡气和地气均出现异常,因此判断该阶地下面发育有一条规模较小的隐伏断层,走向近东西向,倾角较陡,对该处工程稳定性影响不大。也为今后该地区的隐伏断裂研究提供借鉴意义。  相似文献   

17.
A Probabilistic method is used to evaluate the seismic hazard of nineteen embankment dam sites in Jordan. A line source model developed by McGuire (1978) is used in this study. An updated earthquake catalogue covering the period from 1 A.D. to 1991 A.D. is used for this purpose. This catalogue includes all earthquakes that occurred in Jordan and adjacent areas, more specifically between latitudes 27.0°–35.5° N and longitudes 32.0°–39.0° E.Nine distinct seismic sources of potential seismic activities are identified. The seismic hazard parameters are determined using the method suggested by Kijko and Sellevoll (1989).The Peak Ground Acceleration (PGA) is selected as a measure of ground motion severity. Esteva (1974) attenuation relationship is used in evaluating PGA values at each dam site. Analysis is carried out for 50%, 90%, and 95% probability that is not being exceeded in a life time of 50, 100, and 200 years.Results of analysis indicate that PGA values are higher for dam sites closer to the Dead Sea Fault. This fault is believed to be responsible for most earthquake activities in Jordan and vicinity. The highest PGA value is found to be for Al-Karama dam site.  相似文献   

18.
The 19 October 2012 earthquake (M L = 5.1) occurred in the northern continental margin of Egypt within the Nile Cone at latitude 32.35° N and longitude 31.27° E. The quake was felt over a wide area in north Egypt and East Mediterranean countries, but no casualties have been reported. This area had experienced the large earthquake (Ms = 6.7) of 12 September 1955. The fault plane solution of the 19 October 2012 earthquake is here presented based on the digital seismograms recorded by the Egyptian National Seismological Network (ENSN) and other regional seismic stations. The analysis is carried out using the well-known techniques of first motion polarities of P-wave and the amplitude ratios of P-, SH-, and SV-waves with lower hemisphere projection. The fault plane solution based on the first P-wave onset demonstrates a left lateral strike-slip faulting mechanism, while the solution based on both P-wave polarities and amplitude ratios of P-, SH-, and SV-waves reveals a reverse fault with strike-slip component trending NW–SE to NE–SW, in conformity with the N–S compression along the Hellenic Arc convergence zone. Following the Brune’s model, the source dynamic parameters for the 19 October 2012 earthquake are estimated as corner frequency = 1.47 Hz, fault radius = 0.7 km, stress drop = 22.1 MPa, seismic moment = 2.80E + 16 Nm, and moment magnitude M w = 4.9. These parameters may provide important quantitative information for the seismic hazard assessment studies.  相似文献   

19.
In December 2007, the Mila region of northeastern Algeria experienced thousands of microearthquakes (0.8????Md????3.9) recorded by eight temporary stations, in addition to permanent stations. Most of the events were too small to be located precisely, but a set of 122 precisely located events shows an alignment of epicenters, extending mainly in a horizontal band at about 1?C2?km depth in a NNW?CSSE direction and concentrated in a small area, 3?km southeast of Jebel Akhal, a small rocky hill between the Beni Haroun dam/reservoir and the Oued Athmania reservoir. The reservoirs are connected by pipelines, and a pumping station ensures water can be transferred between them at transient pressures of up to 80?bars. During the pumping in 2007, only 45?% of the transferred water (~600,000?m3 per day) was recovered at the Oued Athmania reservoir, and a large amount of the slightly pressurized water leaked through defective joints in a tunnel that passes through the Jebel. This water penetrated deeply into the soil with the assistance of preexisting fractures, faults, and karsts. Nine days after the first pumping started, a local increase in pore fluid pressures at shallow depths triggered seismicity southeast of Jebel Akhal, where the faults were probably close to failure. The focal mechanisms show a near vertical N?CS strike-slip fault plane under regional NW?CSE tectonic compression. One of the fault plane solutions is consistent with the NNW?CSSE direction along which the seismic events are aligned. Furthermore, a long-term comparison of the seismic activity in the region versus water levels behind the dam and the pumping of water shows that the earthquake swarm was a one-off event related to the pumping operation.  相似文献   

20.
伊通盆地西北缘断裂带的性质   总被引:2,自引:1,他引:1  
以往对伊通盆地西北缘的断裂性质问题认识不清,严重制约了该地区的油气勘探工作。综合利用钻井、露头岩心及地球物理资料,确立了伊通盆地西北缘断裂带在古近纪右行走滑伸展之后、新近纪以来为挤压性质,并发育一系列逆断层及相关褶皱等构造。存在挤压作用的主要依据有以下4点:(1)在靠近西北缘边界的探井岩心中,地层大幅度倾斜或近于直立;(2)盆地西北缘露头出现大量挤压形成的褶皱构造;(3)盆地西北缘地震剖面上普遍存在逆冲构造和花状构造特征;(4)重、磁、电资料也表明盆地西北缘存在挤压现象。勘探证实,伊通盆地西北缘断裂带的挤压性质及伴生构造特征有利于油气的运聚和成藏。该认识有力地指导了伊通盆地的油气勘探,同时也对整个郯庐断裂带东北段的油气勘探战略具指导意义。  相似文献   

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