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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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新丰江水库地区是近年来东南沿海地震带地震最为活跃的地区, 相继在2012年2月16日、 2013年2月22日发生了ML5.2、 ML5.1地震。 本文利用新丰江水库地区地震序列的分区丛集性, 通过研究各分区1972年以来的11次ML4.5以上显著地震前小震序列, 发现11次地震中有8次震前90天内小震经历了“平静—活跃—平静—发震”的演化过程。 为了将研究成果应用于日常的震情预测工作中, 文中借鉴气象暴雨预警中的蓝—黄—橙—红四色分级预警模式, 提出了适合于小震丛集地区日常震情预测的分级危险度模式, 并利用新丰江锡场和大坝区2011年来的小震目录给出了应用实例。 实践证明此种方法最大的优势是可以给出预测区地震危险性相对的变化, 从而可以对区域的震情演化有一个较好的把握。 相似文献
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广东河源新丰江水库位于华南典型断层上,自1959年水库蓄水以来,库区地震活动性明显增强,并发生了6.1级触发地震.然而我们对其地下结构的了解还远远不够,对库区地震的研究也因此存在很多不确定性.为了研究库区浅层地下结构,我们在2015年初在新丰江库区人字石断裂周边布设了42个短周期地震仪的密集地震台网.台间距大约为100~500 m,时间跨度为1个月.我们对获得的每个台站的连续信号分段进行处理,并对任意台站对的信号进行互相关和叠加处理,恢复所有台站对间的经验格林函数（EGF）.然后利用多次滤波分析方法测量瑞利波群速度频散曲线,并反演该区域的群速度分布和三维剪切波速度结构.我们的结果表明,对于这样比较密集的台站间距,高频（0.2~1.2 s）频散信号基本可以得到很好的恢复,且该频段信号对浅层地下结构（<1 km）较为敏感.剪切波速度分布表明该区域人字石断裂位置出现明显的低速分布,并且低速区在断裂南端向两侧延伸,有可能代表与人字石断裂交错的小断裂区域.同时,人字石断裂把该区域划分成了东西两部分,两侧整体上呈现高速异常,与地表山丘相吻合.我们的结果得到了新丰江人字石断裂附近的近地浅层的小尺度精细速度结构,为进一步理解该区域的构造以及地震发生提供了重要依据. 相似文献
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在新丰江库区布设一个范围约50 km×40 km、由50个地震临时台站组成的观测台阵,接收来自不同方位的人工震源产生的莫霍界面反射波;台阵中的20个台站和5个区域固定台还对2009年3月至2010年5月发生在库区的地方震进行了观测.本文联合利用人工地震莫霍面反射波走时和天然地震直达波走时,采用连续模型反演技术重建了库区上地壳P波、S波慢度扰动和Vp/Vs扰动分布图像.研究结果表明:新丰江库区东、西部地区上地壳结构存在明显的差异.库区东部地区构造复杂,多条断裂在该区呈交叉状分布.北西向的石角-新港-白田断裂带在库区段内具有复杂的岩性和构造特征,该断裂带在新港至双塘一线可能延伸至地下8 km左右;近北东向的断裂带切割地壳较深.峡谷区及大坝以东附近地区存在上、下贯通的波速比高值区,尤其是大坝以西的深水峡谷区,存在一条顺河走向的陡倾角断层裂隙带,为库水渗透提供了良好通道.库区西部地区为相对稳定构造区,完整坚硬的花岗岩体透水性能较差,受库水渗透影响很小.新丰江水库诱发地震的形成与深部构造环境密切相关.峡谷区及大坝以东附近地区上地壳介质性质呈现明显的横向不均匀性,微震分布在介质物性结构的特定部位,"软"、"硬"交错的介质环境是倾滑正断层型微小震产生的可能原因. 相似文献
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广东新丰江地区地震研究 总被引：4，自引：1，他引：3
从水库水位变化与地震活动的关系、地震序列统计、地震活动性等方面探讨了广东新丰江地区的地震特征。地震与水库蓄水变化的研究表明,1965年至今该区地震活动的增强与库水位的上升没有明显的线性关系,并且ML≥4.0级地震65％发生在库水位下降或由下降转为平稳波动的过程中,因此,更应关注水库卸荷阶段的地震活动。对于1970年以来该区记录完整的71次ML3.5级以上地震资料研究显示,主余型、多震型和孤立型地震序列所占比例分别为60％、25％和15％;绝大多数序列最大余震均发生在震后30天内。78％的序列三个月内最大余震发生在震后2天内。94％发生在震后10天内：就主余型序列而言,当主震震级较高时最大余震与主震间时间间隔相对较长,主震震级较低时最大余震与主震间时间间隔相对较短：ML4.O级以上地震活动成丛分布明显。 相似文献
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新丰江水库地震序列的分段研究 总被引：1，自引：0，他引：1
从新丰江水库地震序列分段、地震序列参数统计、地震序列分段与库水位关系等方面探讨新丰江地区的地震特征.结果表明:①水库地震全序列低b值(≤0.9)时段与大区域地震活动的增强存在一定的相关性,余震活动在一定程度上具有华南地区地震活动“窗口”的作用.②水库地震晚期余震释放阶段55个ML≥3.5级地震分序列研究显示,1975年... 相似文献
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本文根据新丰江水库地震的主要成因是水渗透的结果,采用了地震活动的震中分布面积扩散法,利用新丰江水库蓄水以后 MS2.0的地震资料,研究了主震区的水力扩散率.研究结果表明,在新丰江水库地震活动中的前震活动中,原地水力扩散率基本上稳定在6.2m2/S,而主震发生以后震源区的原地水力扩散率增大约50％,即为9.7m2/S.在主震发生后的较长时间里.原地水力扩散率出现了明显的各向异性及受水位涨落等因素的影响,没有一定的规律可循.本文还用室内岩石渗透实验的结果与原地水力扩散率估计值进行了比较,说明室内含破裂面岩样的渗透率同原地渗透率吻合得较好,而完整岩样的渗透率要比原地渗透率低3个数量级.最后将本文地震活动的震中分布面积扩散法的局限性进行了讨论. 相似文献
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Prediction and verification of earthquakes induced by the Xiluodu hydropower station reservoir 
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下载免费PDF全文 Research has been conducted on reservoir-induced earthquakes in China since the Xinfengjiang reservoir-induced earthquakes in the 1960s. Regulations now require the risk of reservoir-induced earthquakes to be evaluated in the pre-research stage of all hydropower projects. Although nearly 40 cases of reservoir-induced earthquakes have been reported in China, analyses comparing the changes in seismic activity following reservoir impoundment with predictions are rare. In this study, we compared seismic activities observed in the reservoir area before and after the impoundment of the Xiluodu hydropower station in terms of the spatial distribution, frequency, and focal depths of the earthquakes, and clarified the correlation between their frequency/timing and reservoir level after impoundment. We then concluded that the seismic events in the head region were karst-type earthquakes, while those in the second segment of the reservoir were tectonic earthquakes. The spatial distribution of the earthquake epicenters and the seismic intensities validated some of the results for the reservoir-induced seismic risk assessment for the Xiluodu hydropower station, indicating that the proposed earthquake triggers and predictive models are reasonable. This study can provide a valuable reference for investigating the mechanism (s) of reservoir-induced earthquakes, revising reservoir-induced earthquake hazard assessment codes, and predicting the hazard zones of reservoir-induced seismicity under similar conditions. 相似文献
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According to the fact that the Xinfengjiang reservoir earthquakes are caused mainly by water seepage, this paper using the data ofM s?2. 0 earthquakes, studies the hydraulic diffusivity of the mainshock zone by the expansion of the distribution area of epicenters. It is indicated thatin-situ hydraulic diffusivity during the preshock activity of the Xinfengjiang reservoir region was about 6. 2 m2/s. However, after the main shock, thein-situ hydraulic diffusivity in the main shock region increased by fifty percent, that is to say, to 9. 7 m2/s. During the long period after main shock occurrence thein-situ hydraulic diffusivity was affected by significant anisotropy of the medium and fluctuation of water level. No regularity can be found. In addition, we compare the diffusivity found by experiment with rock samples collected with thein-situ hydraulic diffusivity estimated. It is shown that the diffusivity of rock samples with fractures is about the same as the diffusivity estimatedin-situ. However, the diffusivity of whole rock samples is 3 orders of magnitudes smaller than that estimatedin-situ. Finally, we discuss the limits on the method by the expansion of distribution area of epicenters in the study of reservoir induced seismicity. 相似文献
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本文系统地介绍了地震区三角网平差和利用平差结果反演断层参数的随机尝试————动态平差方法.通过新丰江水库5.3级地震区三角测量资料的处理, 进一步阐述如何应用这种方法, 并给出反演5.3级地震断层参数结果:断层走向北东62, 倾向南东, 倾角59, 断层长4.7公里, 上界面深0.45公里, 下界面深4.5公里, 倾向滑距73.4毫米, 走向滑距25.5毫米, 为正断右旋走滑断层, 地震矩 m0=2.01024达因厘米, 应力降=12巴, 释放的应变能下限 E=1.21019尔格.文中依据所得结果, 结合地震机制和构造资料讨论了新丰江水库地震的力源问题, 指出区域应力场是主要力源, 水压应力场是主要的诱发力源。 相似文献
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V. Smirnov R. K. Chadha A. Ponomarev D. Srinagesh M. Potanina 《Journal of Seismology》2014,18(3):587-603
Two strong M?>?5.0 earthquakes within a span of six months occurred in a triggered seismicity environment in the Koyna–Warna region in western India in 2000. The region is experiencing continued seismicity since the last five decades indicating that this region is close to critical stresses and minor perturbations in the stresses due to reservoir loading and unloading can trigger earthquakes. In the present study we applied the technique developed for identification of prognostic anomalies for tectonic earthquakes to the Koyna–Warna catalogue prior to these two earthquakes with an aim to study the process of source preparation for triggered earthquakes. In case of tectonic earthquakes, unstable conditions in a source zone develop gradually leading to a metastable zone which shows variations in certain seismicity parameters known as prognostic anomalies. Our results indicate that the variations in seismicity parameters before the two strong earthquakes in the Koyna region have a pattern of prognostic anomalies typical of tectonic earthquakes. We conclude that initiation of failure in a metastable zone can be caused both, by external impacts, reservoir loading and unloading in our case, and internal processes of avalanche-like failure development. 相似文献
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Application of stress-pore pressure coupling theory for porous media to the Xinfengjiang reservoir earthquakes 总被引：1，自引：0，他引：1
Theory of the coupling of stress-pore pressure in the saturated, elastic porous media is used in the study of the formation mechanism of the Xinfengjiang reservoir-induced earthquakes. Based on the results, it is believed that compared with the mechanism of additional stress in the vicinity of the reservoir, the mechanism of the coupling of additional stress and pore pressure may be more well-founded for the occurrence of reservoir-induced earthquakes. 相似文献
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结合我国实际,本文提出四类地电阻率季节变化的干扰模型.经模型理论计算及同有季节变化的四十多台站的实测资料对比得出:(1)地电阻率季节变化是探测深度偏浅时,地表层电性变化,特别是表层地下水水位年动态变化所引起的一种与地震无关的干扰变化.其变化形态与量级取决于干扰模型、地电断面类型以及探测深度.(2)通常地电阻率季节变化与浅层电阻率变化的符号一致,呈现出正常季节变化;但对 K,Q 型地电断面,当干扰层位于地表第一层时,将从某一供电极距开始,出现反常的季节干扰变化.(3)当探测深度大于300m 时,不论正常的还是反常的季节变化,其幅度都将小于2%.因此,只要适当选择台址或加大供电极距使探测深度足够大,便可排除或压低这种干扰. 相似文献
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According to the fact that the Xinfengjiang reservoir earthquakes are caused mainly by water seepage, this paper using the
data ofM
s⩾2. 0 earthquakes, studies the hydraulic diffusivity of the mainshock zone by the expansion of the distribution area of epicenters.
It is indicated thatin-situ hydraulic diffusivity during the preshock activity of the Xinfengjiang reservoir region was about 6. 2 m2/s. However, after the main shock, thein-situ hydraulic diffusivity in the main shock region increased by fifty percent, that is to say, to 9. 7 m2/s. During the long period after main shock occurrence thein-situ hydraulic diffusivity was affected by significant anisotropy of the medium and fluctuation of water level. No regularity
can be found. In addition, we compare the diffusivity found by experiment with rock samples collected with thein-situ hydraulic diffusivity estimated. It is shown that the diffusivity of rock samples with fractures is about the same as the
diffusivity estimatedin-situ. However, the diffusivity of whole rock samples is 3 orders of magnitudes smaller than that estimatedin-situ. Finally, we discuss the limits on the method by the expansion of distribution area of epicenters in the study of reservoir
induced seismicity.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 364–371, 1991.
This subject is sponsored by the Chinese Joint Seismological Science Foundation. 相似文献