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1.
Evidence for induced seismicity in the vicinity of Fierza reservoir,Northern Albania 总被引：1，自引：0，他引：1
Betim Muço 《Pure and Applied Geophysics》1991,136(2-3):265-279
The reservoir of Fierza on the Drini River, Northern Albania, is Albania's largest reservoir and it is one of the world's largest reservoirs of high dams (reservoir volume at maximum water level, 2.8 * 109 m3; dam height, 167 m and dam capacity 8 * 106 m3). We compare pre-and postimpounding seismicity of the area surrounding the Fierza reservoir. An increase of seismic microactivity was observed after the impounding of the reservoir. More than 300 microearthquakes, occurred in the immediate vicinity of the main body of the reservoir, with local magnitude ranging between 1.3 and 3.6. A significant change of theb value in the magnitude-frequency relationship was observed. One swarm of microtremors occurred in the northern part of the reservoir on April 4–5, 1981, where an alteration of the tensor of natural tectonic stresses is revealed. The theoretical additional stress and displacement induced by water-load in the bank of the reservoir were estimated for four cross-profiles of the reservoir area and the maximum values resulted near the location of the above swarm. 相似文献
2.
针对我国在西南构造活跃区修建的水库蓄水与地震活动的关系,本文对蓄水已长达7年并在高水位运维多个周期的云南小湾水库,采用结合波形互相关技术的双差地震定位法对水库库区及周边地区2005年7月至2014年12月发生的M≥1.0级地震进行了精定位处理,结果显示出明显的地震成丛活动特征,库区内外的地震震源深度差别较大.对地震震源深度、地震活动与水库蓄水水位及b值分析结果表明:小湾水库蓄水后地震活动明显增多,有水库触发地震发生,触发地震主要分布在沿黑惠江(A)和澜沧江流域(B、C)的3组地震丛中,且3个区的触发地震类型均为快速响应型;在水库蓄水响应活动最明显的地震丛集区A,展现出明显的随水库蓄水水体渗透发生地震"迁移"活动的现象;但库区内也存在着与蓄水关系不大的可能属于正常构造地震的活动,而库区外的地震活动与水库蓄水没有什么相关性,很可能是属于正常的构造地震.综合断层展布、岩性分布及震源深度分析,认为水库蓄水引起的溶岩作用和渗透作用及断层活动可能是小湾水库触发地震的主控因素. 相似文献
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水库诱发地震活动与水的渗透有密切关系,本文认为水库诱发地震中,前震活动主要是由于水的渗透引起孔隙压力扩散,岩石强度弱化所致。由于水库区地下岩石渗透性质的复杂性,将库区岩石介质分为均匀、非均匀渗透的两种情况,利用两相(固、液)多孔介质中孔隙压力扩散理论,分别对水库蓄水所引起的孔隙压力场进行了数值模拟计算,计算结果表明,非均匀渗透模型中水渗透所形成的孔隙压力分布与水库地震发生的空间位置对应得较好,孔隙压力峰值扩散到水库诱发地震的前震震源处的时间(1.8天～45天)与水库蓄水后引起前震活动的滞后时间大体一致。 相似文献
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为了解水库蓄水过程中,水库诱发地震活动的动态响应机制,本文建立了针对水库诱发地震(Reservoir-induced seismicity,RIS)定量化研究的数理模型,并以紫坪铺水库为例,对库区地质构造及水文地质结构条件、水库蓄水后库区小震活动时空演化特征进行了详细的研究.在此基础上,利用有限元方法计算了水库蓄水过程中弹性附加应力场、有效附加应力场、孔隙压力和断层稳定性的动态变化,讨论了RIS时空演化与库水加卸载及渗透过程的动态响应关系.结果表明:(1) RIS诱发机制的定量化模型可分为2个层次:一是以孔隙介质为载体的流体渗流对岩体变形和稳定性的影响,由流-固耦合形式的岩体变形与孔隙渗流模型进行描述;二是对断层相关的RIS定量研究可将水库附加水头压力沿断层面(区)的扩散与断层库仑应力变化联系起来.两种形式模型方法的结合能为RIS定量研究提供一个相对宏观的力学框架;(2) 断裂渗透结构对孔隙压力变化下断裂的力学响应具有重要的影响,研究区主干断裂可能属于一种上盘破碎带导水、下盘地层及断层核阻水的"下阻上导型"的渗透结构类型,不同程度的具有使地表水体向深部渗流的通道性.库区深部岩体渗透稳定性的差异在很大程度上导致了诱发地震活动对岩性条件的依赖.(3) 紫坪铺水库蓄水后,小震活动在空间分布上呈现出条带状分布、丛集分布和地震迁移的特点,小震震源深度优势分布在地下4~10 km范围内,在通济场断裂与安县-灌县断裂的深部汇聚区域震源分布最为密集.同时,小震活动主要集中发生在脆性程度高、渗透稳定性低的碳酸盐岩地层中,而在岩性较软弱、渗透稳定性高的三叠系须家河组砂泥岩和煤系地层中很少有地震发生.在水库蓄水后地震活动的时间响应特征上,水库西南侧和东北侧两个丛集区的小震活动可能属于"快速响应型"RIS,而都江堰小震群活动可能属于"滞后响应型"诱发地震活动;(4) RIS的发生与库水加卸载及渗透过程中库底岩体有效应力的变化密切相关.在以挤压为主的构造应力环境中,库体荷载作用的结果一般会使库底断层更趋向稳定,而水库附加水头压力扩散的效应则是促使断层趋向失稳,正是这个矛盾双方相互制约与平衡的动态过程,控制了断层库仑应力变化的取向,从而决定了RIS时空演化的规律. 相似文献
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INFLUENCE OF PRESSURE HEAD CHANGE AND ITS CHANGE RATE ON RESERVOIR TRIGGERED SEISMICITY -A CASE STUDY OF ZIPINGPU RESERVOIR 
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下载免费PDF全文 For analyzing the role that reservoir impounding plays in triggering earthquake, the process of diffusion of pore pressure and its mechanism of action should be understood firstly. The temporal distribution of seismicity, which occurred before the MS8.0 Wenchuan earthquake, following the impoundment of Zipingpu reservoir is studied in this paper. Then the mechanisms of the occurrence and development of reservoir triggered seismicity are discussed. A comparative analysis of the temporal distribution of seismicity and the submerged area by reservoir impounding is carried out firstly. Then the influence of various factors on modeling is analyzed in detail. After calculating, the pore pressure change by the Zipingpu reservoir impoundment is obtained. The following observations are made:(1)Conspicuous swarms of earthquakes, of which the sources are located on the same fault of the MS8.0 Wenchuan earthquake, occurred orderly with the impoundment of Zipingpu reservoir.(2)Because of the influences of the terrain and the medium, the range of effect of pore pressure change by the impoundmemt is limited and anisotropic. Hydraulic diffusivities(D)of 0.7 and 0.35m2/s along the fault strike and the fault dip are reached respectively by a semi-quantitative assessment. Of course, the qualitative pressure constraints on the surface are also applied for the modeling.(3)The calculation results show that the temporal distribution of seismicity near the Zipingpu reservoir is related with the pore pressure change. After the pore pressure reached the threshold of triggering earthquake, whether the pressure head change is high or not, the change rate of pressure head change plays a key role in the decrease or increase of seismicity. It means that the triggered seismicity by pore pressure is a dynamic triggering process. 相似文献
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Aswan Lake started impounding in 1964 and reached the highest water level so far in 1978 with a capacity of 133.8 km3, thus forming the second largest man-made lake in the world. An earthquake of magnitude 5.3 (Ms) took place on 14 November 1981 along the most active part of the E-W Kalabsha fault beneath the Kalabsha bay (the largest bay of the lake). This earthquake was followed by a tremendous number of smaller events that continue till now. A radio-telemetry network of 13 seismic short period stations and a piezometer network of six wells were established around the northern part of the lake.Epicenters were found to cluster around active faults near the lake. The space-time distribution and the relation of the seismicity with the lake water level fluctuations were studied. Six years after flooding the eastern segment of the Kalabsha fault, strong seismicity began following the main shock of 14 November 1981. It occurred four days after the reservoir had reached its seasonal max level. The effect of the North African drought (1982 to present) is clearly seen in the reservoir water level. As it decreased and left the most active fault segments uncovered, the activity (Gebel Marawa area) decreased sharply. Also, the shallow activity was found to be more sensitive to rapid discharging than to the filling. This study indicates that geology, topography, lineations in seismicity, offsets in the faults, changes in fault trends and focal mechanisms are closely related. No relation was found between earthquake activity and both-ground water table fluctuations and water temperatures measured in wells located around the Kalabsha area. 相似文献
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Machine learning-based automatic construction of earthquake catalog for reservoir areas in multiple river basins of Guizhou province,China 下载免费PDF全文
下载免费PDF全文 Large reservoirs have the risk of reservoir induced seismicity. Accurately detecting and locating microseismic events are crucial when studying reservoir earthquakes. Automatic earthquake monitoring in reservoir areas is one of the effective measures for earthquake disaster prevention and mitigation. In this study, we first applied the automatic location workflow (named LOC-FLOW) to process 14-day continuous waveform data from several reservoir areas in different river basins of Guizhou province. Compared with the manual seismic catalog, the recall rate of seismic event detection using the workflow was 83.9%. Of the detected earthquakes, 88.9% had an onset time difference below 1 s, 81.8% has a deviation in epicenter location within 5 km, and 77.8% had a focal depth difference of less than 5 km, indicating that the workflow has good generalization capacity in reservoir areas. We further applied the workflow to retrospectively process continuous waveform data recorded from 2020 to the first half of 2021 in reservoir areas in multiple river basins of western Guizhou province and identified five times the number of seismic events obtained through manual processing. Compared with manual processing of seismic catalog, the completeness magnitude had decreased from 1.3 to 0.8, and a b-value of 1.25 was calculated for seismicity in western Guizhou province, consistent with the b-values obtained for the reservoir area in previous studies. Our results show that seismicity levels were relatively low around large reservoirs that were impounded over 15 years ago, and there is no significant correlation between the seismicity in these areas and reservoir impoundment. Seismicity patterns were notably different around two large reservoirs that were only impounded about 12 years ago, which may be explained by differences in reservoir storage capacity, the geologic and tectonic settings, hydrogeological characteristics, and active fault the reservoir areas. Prominent seismicity persisted around two large reservoirs that have been impounded for less than 10 years. These events were clustered and had relatively shallow focal depths. The impoundment of the Jiayan Reservoir had not officially begun during this study period, but earthquake location results suggested a high seismicity level in this reservoir area. Therefore, any seismicity in this reservoir area after the official impoundment deserves special attention. 相似文献
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V. O. Mikhailov K. Arora A. V. Ponomarev D. Srinagesh V. B. Smirnov R. K. Chadha 《Izvestiya Physics of the Solid Earth》2017,53(4):518-529
The state of the art in the geological and geophysical study of the region of Koyna and Warna water reservoirs is reviewed. The probable geodynamical factors of induced seismicity are discussed. The detailed geophysical surveys, satellite geodetic data, and time history of the seismicity in the region reveal a complicated pattern of the structure and recent geodynamics of the region. The existing data suggest that the induced seismicity is here most likely to be caused by the regional (intraplate) stresses driving the displacements along the orthogonal network of the faults whose strength has dropped and continues decreasing due to the reservoir impoundment and operation processes. The evolution of the seismicity which started immediately after the rapid filling of the Koyna reservoir in the region of the dam, then rapidly expanded southwards and eventually became concentrated in the region of the subsequently constructed Warna reservoir shows that seismic events can be initiated by a number of factors whose contributions may vary with time. The key ones among them include reservoir loading and its seasonal variations; water saturation of the faults which guide the propagation of the front of fracture, increased permeability, and, probably, mineral transformations (hydrolysis) under the water level fluctuations in the reservoirs; and displacement of the front of the high pore pressure down to the main source zone of the earthquakes at a depth of 6–8 km. Based on the analysis presented in the paper, we outline the directions of the future research aimed at studying the nature and dynamics of induced seismicity in the region of large water reservoirs. 相似文献
10.
紫坪铺水库蓄水前天然地震活动 总被引：8，自引：0，他引：8
紫坪铺水库位于龙门山断裂带。了解和掌握水库蓄水前库坝区及其周围天然地震活动背景水平,可对水库诱发地震的危险性进行前期评价,可为蓄水后的诱发地震活动监测提供可靠的鉴别依据。紫坪铺水库地震台网在水库蓄水前运行逾1年,本文用这批资料提供表征库区及附近和库坝区蓄水前天然地震活动水平确切实用的各项指标。用全国和四川台网地震资料,给出含库区的较大区域地震活动背景和对库区的影响。 相似文献
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V. B. Smirnov V. O. Mikhailov A. V. Ponomarev K. Arora R. K. Chadha D. Srinagesh M. G. Potanina 《Izvestiya Physics of the Solid Earth》2018,54(4):632-640
The spatial and time dynamics are analyzed for the seasonal components of induced seismicity in the Koyna–Warna region of Western India. The peculiarities of the variations in these components are compared to the changes in the local tectonic regime inferred from the focal mechanism data of the earthquakes. Based on this, the hypotheses about the probable nature of the dynamics in the seasonal components of seismicity are suggested. It is noted that the variations in the seasonal seismic activity after the impoundment of the Koyna reservoir in the north are caused by the spatial migration of the induced seismicity and activation of the normal faults in the south. It is hypothesized that the process of fracture migration from the north to the south at this stage advanced the diffusion of the fluid from the Koyna reservoir, and as the water front reached the southern zone of normal faulting, this caused reactivation of the seasonal seismicity. An explanation is suggested for the stronger response of the seasonal activity in the region of Warna reservoir compared to the Koyna area: in contrast to Koyna, filling the Warna reservoir was geographically close to the area of activated seismicity. It is shown that the localization and sizes of the areas of the instantaneous and delayed components in the seasonal activity of the induced seismicity are determined by the localization and sizes of the areas of high stresses created by the increase in the pore pressure in highly permeable fault zones. 相似文献
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Koyna-Warna region in western India is a globally recognized site of reservoir-triggered seismicity near the Koyna and Warna reservoirs. The region has been reported with several M?>?5 earthquakes in the last five decades including M6.3 Koyna earthquake which is considered as the largest triggered earthquake worldwide. In the present study, a detailed statistical analysis has been done for long period earthquake catalogues during 1968–2004 of MERI and 2005–2012 of CSIR-NGRI to find out the spatio-temporal influence of the Koyna and Warna reservoirs impoundment on the seismicity of the region. Depending upon the earthquake clusters, we divided the region into three different zones and performed power spectrum and singular spectrum analysis (SSA) on them. For the time period 1983–1995, the earthquake zone near the Warna reservoir; for 1996–2004, the earthquake zone near the Koyna reservoir; and for 2005–2012, the earthquake zone near the Warna reservoir found to be influenced by the annual water level variations in the reservoirs that confirm the continuous role of both the reservoirs in the seismicity of the Koyna-Warna region. 相似文献
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V. B. Smirnov R. K. Chadha A. V. Ponomarev D. Srinagesh 《Izvestiya Physics of the Solid Earth》2013,49(2):243-257
In 2000, the region of the Koyna-Warna water reservoirs in West India was hit by two strong earthquakes, which occurred six months apart and had magnitudes M > 5. The Koyna-Warna seismic zone is a typical region of induced seismicity with a pronounced correlation between seismicity and water level variations in the reservoirs. This indicates that the stress level in the region is close to critical; thus, insignificant variations in stress caused by the variations in the water level may trigger a strong earthquake. In order to study the preparatory processes in the sources of the induced earthquakes, in this paper we analyze the seismic catalogue for the Koyna-Warna region before a pair of strong earthquakes of 2000. The induced seismicity is found to exhibit prognostic variations, which are typical of preparation of tectonic earthquakes and indicative of the formation of metastable source zones of future earthquakes. Based on the obtained results, we suggest that initiation of failure in these metastable zones within the region of induced seismicity could have been caused by the external impacts associated with water level variations in the reservoirs and by the internal processes of avalanche unstable crack propagation. 相似文献
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2010年8月至2015年12月,福建仙游地区发生了一系列小震群活动。基于孔隙压力扩散机制对精定位的小震数据进行分析,结果显示仙游震群序列在空间上呈丛集分布,且具有明显的分区现象,发震时间受金钟水库水位变化的调制作用较为明显。5个分区（A—E）的流体孔隙压力扩散系数分别为0.04,0.08,0.07,0.12和0.05 m2/s,伴随着地震活动性由强至弱,孔隙压扩散系数呈先增后减的变化规律。仙游震群位于断裂构造发育区内,震中分布优势方向与石苍断裂一致,沿着断裂走向的孔隙压扩散系数最大,说明地下流体沿狭长的石苍断裂由NW向NE活动。各分区的流体孔隙压系数与扩散最大距离、最大诱发地震震级及地震释放能量均有较好的相关性。此外,当金钟水库水位下降时,各分区的扩散距离r呈现减小趋势,震群范围收缩,地震频次增加,并伴有较大震级的地震,说明水位下降时,流体孔隙压力的扩散作用在同一地点反复作用,使得触发源附近区域的应力水平更容易达到饱和或临界状态,进而触发较大震级的地震,这也解释了水位下降过程中地震更为强烈的原因。 相似文献
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结合微震活动的流体作用强度检测及孔隙压扩散模拟,讨论了三峡库区不同时期微震活动的主要影响因素。以2008年9月蓄水季为界划分前、后期,前期流体渗透导致的孔隙压力增加,使裂隙或断层面强度降低,是库区微震活动的主要影响因素,这一时期微震频次及ETAS模型参数μ值有起伏地缓慢增大,与库水位加卸载过程关系不明显; 后期由于流体渗透引起的孔隙压力变化趋于零,在新的流体平衡条件下,库水位加卸载过程所导致的裂隙或断层面上的应力变化,成为库区微震活动的主要影响因素,这一时期微震频次及μ值显示出与水位变化明显的关联特征。库区小震震源深度的时间变化支持上述观点。在此基础上,进一步讨论了水库“诱发”和水库“触发”地震的力学差异,认为前者主要缘于流体渗透导致的裂隙或断层面强度的“主动”降低,后者则主要与库水加卸载所导致的裂隙或断层面上应力增强有关。进一步推论认为,流体对小地震“诱发”、“触发”皆可能发生,但中强地震缘于流体“诱发”的可能性非常小,对水库区发生的中强地震,流体仅可能对处于临界状态的断层系统起到“触发”作用。 相似文献
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广东省新丰江水库蓄水后地震活动性有很大增高,大部分地震发生在大坝附近的深水峡谷区,形成一条北西方向的密集带,震源深度极浅,随后,在蓄水后约二年半于1962年3月19日发生了6.1级强地震。 根据水准测量与地震波波谱资料的分析确定了主震的断层参数;用P波初动振幅确定了主震前后18个月内150次小地震的断层面解,用平滑P波初动图案求得了2000余次小地震的发震应力方向;计算了水库荷载在库基岩体中产生的位移场和应力场;分析了主震及其几个大余震前的地震纵波与横波的速度比变化情况。 结合地震活动性和地质背景初步讨论了新丰江水库地震的诱发机制,认为:水的渗透作用是诱发这次地震的主要原因。 相似文献
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Seismic analysis of the Xiluodu reservoir area and insights into the geometry of seismogenic faults 下载免费PDF全文
下载免费PDF全文 The Xiluodu (XLD) reservoir is the second largest reservoir in China and the largest in the Jinsha River basin. The occurrence of two M > 5 earthquakes after reservoir impoundment has aroused great interest among seismologists and plant operators. We comprehensively analyzed the seismicity of the XLD reservoir area using precise earthquake relocation results and focal mechanism solutions and found that the seismicity of this area was weak before impoundment. Following impoundment, earthquake activity increased significantly. The occurrence of M ≥ 3.5 earthquakes within five years of impoundment also appear to be closely related to rapid rises and falls in water level, though this correlation weakened after five years because earthquake activity was far from the reservoir area. Earthquakes in the XLD reservoir area are clustered; near the dam (Area A), small faults are intermittently distributed along the river, while Area B is composed of multiple NW-trending left-lateral strike-slip faults and a thrust fault and Area C is composed of a NW-trending left-lateral strike-slip main fault and a nearly EW-trending right-lateral strike-slip minor fault. The geometries of the deep and the shallow parts of the NW-trending fault differ. Under the action of the NW-trending background stress field, a series of NW-trending left-lateral strike-slip faults and NE-trending thrust faults in critical stress states were dislocated due to the stress caused by reservoir impoundment. The two largest earthquakes in the XLD reservoir area were tectonic earthquakes that were directly triggered by impoundment. 相似文献
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通过野外地震地质调查并参考前人研究成果,分析三江口水库区的地质构造背景、地震活动性及水文地质条件等资料,对该水库诱发地震的可能性进行分析。构造类比法分析表明:蓄水后发生构造型水库诱发地震的可能性较小,但有可能发生岩溶塌陷型水库诱发地震。概率预测法分析表明:库首段(新滩子—狮狸弯)发震概率较小,仅为0.02;库中段(狮狸弯—牛鼻子)岩溶不太发育,诱震可能性较小,不发震的概率为0.96;库尾段(牛鼻子—峡马口)有可能诱发微震,发震(M3.0)概率为0.10。 相似文献
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新疆克孜尔震群活动与水库蓄水关系研究 总被引：3，自引：3，他引：3
分析了拜城县克孜尔水库附近震群的活动特征、跨断层（Ｆ２）形变测量资料及库区的地质构造和水文地质条件，认为库区附近的震群活动与水库蓄水无关，亦不属于水库诱发地震，而且不是由于Ｆ２断层活动所致。 相似文献