共查询到20条相似文献，搜索用时 31 毫秒
1.
Based on complex analysis of the results of instrumental observations during strong atmospheric disturbances, it is shown that hurricanes and squalls are accompanied not only by high wind velocities, but also by high-amplitude microbaric variations, variations in amplitudes of the microseismic background, and the vertical component of the electric field. It is established that 1–4 hours before the onset, squalls and hurricanes are characterized by increased amplitudes of microbaric variations in the range of periods of 2–6 min, as well as by low-frequency variations in the electric field and variations in the microseismic background, which together with the meteorological parameters can be considered as a complex prognostic criterion of an impending hurricane (squall). 相似文献
2.
A short period three component seismic system was operated for a period of more than 1000 hrs (distributed over five intervals) at the Badra area, east central Iraq, during the period November 1975–March 1976.
A short review is given of the analyses of the seismograms, such as rate of occurrence of microearthquakes, statistical analysis and spectral analysis of selected events. 相似文献
3.
Sumana Basu Mohammed Y. Ali Asam Farid Karl A. Berteussen Garry Mercado 《Arabian Journal of Geosciences》2014,7(9):3815-3827
A microseismic experiment utilizing a single downhole array of eight 3-component receivers was conducted in an offshore oilfield in the emirate of Abu Dhabi in the United Arab Emirates. The Lower Cretaceous Thamama Group is the major carbonate reservoir in the field producing from six zones. Microseismic data was acquired in conjunction with gas injections that took place in the Thamama IV A and IV B reservoirs during 9 days of acquisition. The aim of the experiment was to monitor the microseismic activity arising in the carbonate reservoirs as a result of gas injection. A total of 103 microseismic events were detected from two of the receivers. For the majority of these events, there were no well-defined P wave arrivals, probably due to the presence of strong background noise and the very weak microseismic signals. The results from this experiment indicate that the detected events are probably related to the microseismic activities caused by the gas injection within the Thamama IV B reservoir. Therefore, downhole microseismic monitoring methods can potentially provide valuable information about the fracture systems within the carbonate reservoirs of Abu Dhabi's oilfields. 相似文献
4.
快速准确地从微震监测数据中提取微地震事件是微地震监测技术的关键。采用理论模拟数据分析了STA/LTA方法的可行性,选择了更能反映微地震信号变化的特征函数代替原始信号,结合实际数据对时窗长度、长短时窗比、阈值等重要参数进行了对比分析。研究结果表明,STA/LTA方法能够从海量微地震监测数据中快速准确地自动识别微地震有效信号,去除冗余信息,大幅减少微地震监测数据的传输量,从而为微地震监测数据的无线实时传输提供了可能,同时也减少了数据存储所需要的磁盘空间,取得了较好的应用效果。 相似文献
5.
在微地震地面监测中,由于微地震信号能量微弱,因此很难对微地震事件进行精确拾取。本文提出了一种基于STA/LTA(short term averaging/long term averaging)的判别频率估计模式识别方法,可以避免由于设定阈值出现漏判小能量微地震事件的情况,并在精度上比传统的STA/LTA方法提升10%以上。采用基于震幅叠加的能量聚焦方法对微地震事件进行定位计算,同时通过对能量聚焦结果的分析,进一步剔除"假"的微地震事件,从而能够更加精确地描述地下裂缝的发育情况。最后,通过对河北北部一水平井的压裂监测对该方法进行验证,结果表明,本方法计算效率高、监测结果获得施工单位的认可,能够对下一步压裂施工方案提供理论指导。 相似文献
6.
Here, we present a statistical simulation study of several array data processing techniques used for the location of sources of elastic waves. The source location problem arises in such engineering applications as radio-communications, acoustics, sonar, meteorology, astrophysics, seismology, etcetera. Recently, this problem has become important for applied geophysics in connection with the modern technology of hydrocarbon production based on the hydraulic fracturing of the surface layers of the Earth’s environment. These techniques are required for the monitoring of hydraulic fracturing through the location of sources of numerous microearthquakes that occur during cracking of crustal rocks. We have established theoretical connections among several location algorithms. In particular, two different theoretical interpretations were proposed for the phase alignment location algorithm, recently proposed for the seismic array data processing. The robustness properties of the phase alignment location algorithm and the adaptive maximum likelihood location algorithm were demonstrated through Monte Carlo simulation in regard to variations of those noise statistical features, which are typical under monitoring of microseismicity at the hydrocarbon production sites. In the framework of the Monte Carlo modeling, we also compared the two mentioned location algorithms with the so-called emission tomography algorithm that is developed for the location of microseismic sources during the monitoring of hydraulic fracturing. 相似文献
7.
Ahmed Shehab Al-Banna Khedar Ezbar Al-Sagri Lika Zike Humide 《Arabian Journal of Geosciences》2013,6(1):187-191
The line of complete compensation, the ideal value for the ratio of gravity to elevation (?0.11 mGal/m) in Iraq, is obtained using gravity data derived from 477 stations. This line is found to separate the stable shelf from unstable shelf. It is also confirmed with the western limit of the basin as shown on the structural map that is constructed at the base of Al-Fath (L-Fars) formation (M. Miocene). The obtained line coincides with the thinnest crustal line shown on the crustal thickness map of Iraq. It is believed that this line may also define the thinnest sedimentary cover in Iraq. The obtained result can be a useful template for a tectonic view of Iraq. 相似文献
8.
Rock burst prediction is a worldwide challenge that we have long tried to overcome. This study tentatively proposed a method to regionally predict rock burst hazards using microseismic energy attenuation. To verify the feasibility of the proposal, first, the mechanism of microseismic energy propagation and attenuation in rock medium was explored, and dominant attenuation characteristics of microseismic waves were analyzed. Second, a spatial attenuation model of microseismic energy was established, and the average energy attenuation coefficient for each wave path was defined. A 3D seismic energy attenuation inversion algorithm was put forward, and the corresponding computation matrix was developed. Third, a continuous microseismic field investigation was carried out in a deep coal mine. Seismic energy attenuation coefficient was confirmed using the calibrated focus position and energy determination. Based on data discretization processing, energy attenuation inversion and tomography, potential rock burst hazard regions were strictly zoned in mining areas. Finally, regional prediction results obtained from the microseismic energy attenuation were compared with the direct measurement results obtained from the classical drilling dust method to verify the reliability of proposed approach. It turns out that rock burst hazard regions predicted by the microseismic energy attenuation agreed well with the objective hazardous situations. Seismic energy attenuation coefficient is a significant evaluation factor that directly mirrors the inelastic performance of rock medium. Energy attenuation coefficient threshold used for determining the rock burst hazard regions was 3.0 km?1. Reliability of the seismic energy attenuation inversion and tomography was closely related to the spatial distribution of microseisms in a localized region. The optimum spatial density of microseisms was 0.2 m?3. Regional rock burst prediction using microseismic energy attenuation is an effective approach for revealing potential hazardous regions in deep mining conditions. This approach improves the pertinence of geological hazard prevention and provides a beforehand reference for targeted hazard management. 相似文献
9.
The Dynamic Evaluation of Rock Slope Stability Considering the Effects of Microseismic Damage 总被引：1，自引：1，他引：0
N. W. Xu F. Dai Z. Z. Liang Z. Zhou C. Sha C. A. Tang 《Rock Mechanics and Rock Engineering》2014,47(2):621-642
A state-of-the-art microseismic monitoring system has been implemented at the left bank slope of the Jinping first stage hydropower station since June 2009. The main objectives are to ensure slope safety under continuous excavation at the left slope, and, very recently, the safety of the concrete arch dam. The safety of the excavated slope is investigated through the development of fast and accurate real-time event location techniques aimed at assessing the evolution and migration of the seismic activity, as well as through the development of prediction capabilities for rock slope instability. Myriads of seismic events at the slope have been recorded by the microseismic monitoring system. Regions of damaged rock mass have been identified and delineated on the basis of the tempo-spatial distribution analysis of microseismic activity during the periods of excavation and consolidation grouting. However, how to effectively utilize the abundant microseismic data in order to quantify the stability of the slope remains a challenge. In this paper, a rock mass damage evolutional model based on microseismic data is proposed, combined with a 3D finite element method (FEM) model for feedback analysis of the left bank slope stability. The model elements with microseismic damage are interrogated and the deteriorated mechanical parameters determined accordingly. The relationship between microseismic activities induced by rock mass damage during slope instability, strength degradation, and dynamic instability of the slope are explored, and the slope stability is quantitatively evaluated. The results indicate that a constitutive relation considering microseismic damage is concordant with the simulation results and the influence of rock mass damage can be allowed for its feedback analysis of 3D slope stability. In addition, the safety coefficient of the rock slope considering microseismic damage is reduced by a value of 0.11, in comparison to the virgin rock slope model. Our results demonstrate that microseismic activity induced by construction disturbance only slightly affects the stability of the slope. The proposed feedback analysis technique provides a novel method for dynamically assessing rock slope stability and can be used to assess the slope stability of other similar rock slopes. 相似文献
10.
微震信号在层状岩体中传播规律的研究对于实现震源准确定位具有重要的现实意义。在天然岩体中,微震信号在岩层中传播的速度,不仅受其内部因素即岩石自身物理性质的影响,还受外部因素如地质结构面、断层及采空区等条件的影响。通过室内试验的方法对微震信号在不同岩层及采空区处的传播规律进行研究。结果表明：波速随着传播距离的增加而逐渐衰减,且岩层密度越大衰减越慢;穿过的结构面数量越多,微震信号传播速度衰减比例越大;能量的衰减与波速的衰减一致。采空区断面横截面积越大,微震信号通过的用时越长;采空区周围岩石密度、弹性模量等物理性质的数值越大,微震信号通过时衰减越少。边际谱分析结果表明：断层对频率高的微震信号阻碍作用更强。 相似文献
11.
将S变换时频分析技术引入微震信号波形分析领域,通过震源破裂尺度,研究微震信号频率特征与岩体变形破坏之间的联系。以西南地区3个水电工程作为研究对象,将大量微震监测数据作为统计样本以减小外部因素对参数计算的影响。在该基础上统计、分析岩体破裂尺度与微震信号频率之间的关系,结合大渡河猴子岩水电站地下厂房微震与多点位移计监测资料进行工程实证研究。研究结果表明,当岩体破裂尺度增大时微震信号高频成分减少,表现出低频特征;在围岩变形过程中微震信号高频成分呈现出先减少再增加的演化规律,围岩发生明显变形前微震信号出现由高频向低频转移的现象,因此,可将聚集区域内微震信号频率降低作为该区域岩体宏观变形破坏的前兆信息。研究结果可为基于微震监测的岩体工程稳定性分析及其灾害预测预报提供参考。 相似文献
12.
S. Y. Wang K. C. Lam S. K. Au C. A. Tang W. C. Zhu T. H. Yang 《Rock Mechanics and Rock Engineering》2006,39(5):445-467
Summary. Based on cusp-type catastrophe theory, a sample rock–rock model for studying the pillar rockburst mechanism is presented in
this paper. It is shown that the stiffness ratio, K, of the roof and floor to the pillar plays an important role in the outbreak of instability. Additionally, simple formulae
for the deformation jump and the energy release are derived. Based on the assumption that there exists a proportional relationship
between the number of microseismic events and microfractured elements, the theoretical microseismic event rate produced by
the double rock sample, loaded in series under uniaxial compression, is obtained. Using a newly developed numerical code,
RFPA2D, the progressive failure process and associated microseismic behavior of the twin rock samples are simulated, which shows
that the spatial distribution of microseismic events develops progressively from disorder at the initial loading stage to
order prior to the main shock. The numerically simulated results also confirm that a soft roof and floor promote an unstable
failure or collapse of pillars, while a stiff roof and floor can lead to a stable failure of pillars. Additionally, the simulated
results reproduce the deformation jump and the energy release that occur during a pillar rockburst. It is demonstrated that
the proposed model properly simulates the pillar failure process. 相似文献
13.
以忻州窑矿8939工作面为工程背景,运用弹性板理论分析坚硬顶板破断期间释放的弹性能量值,并利用FLAC3D数值模拟划分工作面回采期间的高应力区域,同时根据分形理论分析微震事件的时间分布、空间分布与冲击地压的内部关联。研究结果表明:坚硬顶板断裂前,悬露顶板由于旋转下沉不断对工作面前方煤体缓慢加载,由于过程缓慢,应力与能量不断向煤岩体深部转移,不易发生冲击地压。当顶板断裂时,会瞬间释放大量的弯曲应变能,对工作面周围煤体产生强大的脉冲作用,若脉冲能量超过冲击地压的临界值,则发生冲击地压的可能性较大。且冲击地压发生之前,煤岩体处于非稳定状态,会与外界积极交换能量,此时微震事件处于活跃期,当微震能量超过一定数值或微震事件的分维值低于某临界值时,易发生冲击地压。 相似文献
14.
15.
Gary Gibson Vaughan Wesson Russell Cuthbertson 《Australian Journal of Earth Sciences》2013,60(3-4):341-356
Since 1976 a number of analogue and digital seismographs, which record high frequency seismic waves in the range 4 to 20 Hz, have been installed in Victoria. These enable the detection and location of microearthquakes with Richter magnitude Ml down to less than zero. Because there are many more smaller than larger earthquakes, about 250 events are now being located in Victoria each year, compared with about 25 per year between 1960 and 1975, and an average of two per year between 1840 and 1959. Despite an uneven statewide seismograph coverage, the new instruments and new lithospheric models have led to substantial improvements in earthquake location accuracy. All Victorian earthquakes with reliable depth determinations have been found to lie within the crust, most at a depth of less than 18 km. Some very small but shallow microearthquakes have been felt or heard. The isoseismal map for such an event (of magnitude Ml 1.3) which occurred at Preston during July 1976, is given. The greater range of magnitudes now recorded permits more reliable estimates of seismicity. On average, the recurrence of earthquakes in Victoria is represented by: log10 (P) = 0.92ML —2.40, where P is the return period of an earthquake with magnitude greater than Ml in an area of 100 km square. It is suggested that attenuation of seismic wave amplitudes with distance is quite high in Victoria. 相似文献
16.
17.
华北型煤田开采面临奥陶系石灰岩岩溶富水性强、水压高、地质构造复杂、隔水层薄等问题, 防治水工作面临巨大挑战, 导水通道识别是底板水害防治的关键问题。论文结合微震监测原理, 提出基于微震能量密度及岩层破裂连通度反演导水通道的识别方法, 以河北葛泉矿东井11916工作面底板突水监测工程为背景, 应用上述基于震源参数的底板导水通道识别技术, 通过连通路径反演得到11916工作面内陷落柱区域存在1~3条主导裂隙, 通过视电阻率监测数据验证了导水通道的存在。结果表明, 以微震能量密度及连通度表征底板岩层采动裂隙的导通性是可行性的;研究成果为推动微震监测技术在底板水害防治中的应用提供了一条新途径, 同时, 为提升底板突水监测预警水平奠定了重要基础。 相似文献
18.
The arrival-time-difference approach is the dominant source location approach used in the microseismic source location area. Multiple solutions problem is one of the major concerns in microseismic source location, which is closely related to the microseismic network. This paper categorizes the multiple solutions into two types based on the origin times when using the arrival-time-difference approach. Type I multiple solutions are those which have the same origin time; type II multiple solutions are those with different origin times. The sufficient and necessary conditions to produce type I multiple solutions are that all sensors are located in a straight line for two-dimensional cases and on a plane for three-dimensional cases. The sufficient and necessary conditions to produce type II multiple solutions are that all sensors are located on a hyperbola for two-dimensional cases and on a hyperboloid for three-dimensional cases. Furthermore, the proofs indicate that type I multiple solutions are preventable, while a microseismic network consisting of the minimum number of sensors can never be free of type II multiple solutions. It means, besides the minimum number of sensors, at least one more sensor which is not on this hyperbola or hyperboloid is needed to uniquely determine a source. The results from field tests and applications indicate that when the sensors of a network lie on a hyperbola, the type II multiple solutions may not be the necessary outcome under the influence of errors in real data. However, the accuracy of the microseismic source location is affected significantly by this kind of networks. The results also show that not only the multiple solutions problem can be avoided effectively, but more importantly, the accuracy of the source location will be greatly improved by the optimization of network based on the characteristics of the microseismic network and field conditions. 相似文献
19.
随着常规油气藏资源不断枯竭,非常规油气藏的勘探开发已逐渐成为一种必然趋势,从而使得微地震监测技术快速发展。微地震事件的发生持续时间短、声波频率高,使得实际采集到的微地震数据信噪比较低。本文首先简要介绍了微地震监测技术能够在非常规油气藏开发中保证高效的增产,以及微地震噪声压制在微地震监测技术数据处理流程中是关键一步,直接影响着后续微地震研究的准确性和可靠性;并对地面微地震监测数据中的噪声源进行分析,归纳了地面微地震监测中常见噪声：强脉冲干扰、工业交流电干扰、钻井干扰、声波干扰、规则干扰等,分析了其各自的基本特点。然后,概述了地面微地震数据去噪方法已取得的成果,按频率、传播方向、空间分布区域等特性进行分类,分析各种去噪方法在实际应用过程中针对的噪声类型,以及在去噪过程中对有效信号造成的影响等。最后,基于深度学习具有更强的复杂函数表征能力,分析了3种典型深度学习模型的结构及特点;结合在其他相关领域数据去噪问题的成功应用,深度学习可以解决目前微地震数据噪声压制存在的问题,可以作为微地震数据去噪的一种新方法;考虑到目前微地震数据样本数量可能影响深度学习在微地震监测中大规模的应用,本文提出用生成式对抗网络来构建微地震数据样本库以解决该问题,并将其用于后续深度学习过程中的模型训练。 相似文献
20.
导水裂隙带发育高度是矿井水害预测的重要技术参数之一。以彬长矿区文家坡煤矿4103工作面为研究对象,利用井-地联合微震监测技术对顶板导水裂隙带发育特征进行研究。研究结果表明:深埋煤层开采时,微震事件超前工作面回采位置发育,超前影响角最大为35°,最小为28°;断层的存在降低了覆岩稳定性,相较于正常基岩,更易在回采影响下发生应力集中和破坏;断层加大了微震事件发生的超前距,而采空区则使微震事件的高密度区向其所在部位发生偏移,加剧覆岩破坏程度,增大导水裂隙带发育高度;垂向上,4103工作面监测区内的微震事件高密度区域主要集中在高程+400~+520 m,结合微震事件数量和能量分布特征,判定4103工作面垮落带发育高度为50 m,垮采比13.16,导水裂隙带发育高度为117 m,裂采比为30.79。该成果可为彬长矿区类似煤矿深埋煤层顶板导水裂隙带发育高度研究及顶板水防治提供重要依据。移动阅读 相似文献