排序方式： 共有71条查询结果，搜索用时 15 毫秒
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《世界地质(英文版)》2016,(1)
When using borehole sensors and microseimic events to image,spatial aliasing often occurred because of the lack of sensors underground and the distance between the sensors which were too large. To solve the aliasing problem,data reconstruction is often needed. Curvelet transform sparsity constrained inversion was widely used in the seismic data reconstruction field for its anisotropic,multiscale and local basis. However,for the downhole case,because the number of sampling point is much larger than the number of the sensors,the advantage of the curvelet basis can't perform very well. To mitigate the problem,the method that joints spline and curvlet-based compressive sensing was proposed. First,we applied the spline interpolation to the first arrivals that to be interpolated. And the events are moved to a certain direction,such as horizontal,which can be represented by the curvelet basis sparsely. Under the spasity condition,curvelet-based compressive sensing was applied for the data,and directional filter was also used to mute the near vertical noises. After that,the events were shifted to the spline line to finish the interpolation workflow. The method was applied to a synthetic model,and better result was presented than using curvelet transform interpolation directly. We applied the method to a real dataset,a microseismic downhole observation field data in Nanyang,using Kirchhoff migration method to image the microseimic event. Compared with the origin data,artifacts were suppressed on a certain degree. 相似文献
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针对油气井射孔作业引发的微地震事件频率高、持续时间短、能量小,地面采集的微地震信号易被地面环境中随机干扰噪声掩盖,分析微地震相特征时需对微地震信号进行滤波处理,使用常规频率滤波法难以获得准确结果.采用维纳方程相关函数迭加滤波方法,压制随机干扰噪声,获取清晰微地震信号.仿真结果表明,该方法可衰减随机干扰噪声、突出微地震信号同相轴,提高对微地震信号的识别能力. 相似文献
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大岗山水电站厂房断层控制区域微震监测分析 总被引：3，自引：0，他引：3
大岗山水电站地下厂房断层发育,两条陡倾角断层穿过厂房中后部,控制着厂房的围岩稳定性。拱顶处发育的断层由于开挖而出现塌方,需要对塌空区以及地下厂房进行稳定性监测。2010年10月建立南非综合微震系统（ISS）微震监测系统,对断层控制的厂房区域进行微震监测。采用能级分布法、时空分布法、能量指数法、位错法等对断层控制下的塌空区、厂房边墙、断层周边岩体进行了稳定性评价。监测表明,塌空区微震事件少,能级小;边墙岩体位移较小,微震事件数目较少;断层面间滑动位移分布不均,整体位移量不大,断层面岩体活动性不强。因此,断层区域在进行加固后,岩体整体稳定性有所提高,受断层影响较小,故地下厂房稳定性较好。微震监测对水电厂房开挖及运行期的安全稳定性评价有较强的指导意义。 相似文献
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川藏铁路拉林段控制性工程巴玉隧道,施工过程中岩爆频发且呈现邻近区域岩爆位置不一现象。为此,通过微震监测系统原位观测了岩爆位置偏转过程中的岩体破裂演化规律,进一步探讨了岩爆位置发生偏转的原因。研究结果表明:岩爆位置偏转段两侧微震信息呈不均匀分布特征,微震活动(事件数、能量和视体积等参数)随岩爆偏转向岩爆发生位置集核偏转,两者具有良好的空间相关性。岩爆位置偏转段岩体损伤区及视应力的演化特征说明岩爆位置偏转与局部应力集中区变化相关,应力集中程度大的区域更易发生岩爆。相关研究成果对岩爆位置偏转预警及防治具有一定借鉴和参考意义。 相似文献
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在微地震监测中有效微地震信号的识别是关键步骤。常规的微地震有效信号识别方法基于单道长短时窗能量比,受噪音影响较大,对于信噪比较低的事件无法准确识别。利用多道记录数据之间的信号相关性好而信号与噪音相关性差的特点,通过记录道自相关求取总能量和相邻记录互相关求取信号能量,以有效信号能量所占比即含信能量比作为门槛值进行有效信号识别,信号识别过程中利用多道互相关对噪音进行了有效压制,提高了微地震信号识别的压噪能力,通过模型数据和实际资料处理验证了方法的有效性。 相似文献
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以锦屏一级水电站左岸坝肩边坡微震监测数据为基础,研究蓄水期微震活动性规律,利用S变换（ST）对波形进行分解,并将其应用于左岸坝肩边坡蓄水期与施工期的微震波形处理,以研究其岩石微破裂信号的时频特性。研究表明,(1) 微震活动性与地质构造及蓄水活动密切相关,与施工期相比,蓄水期坝肩边坡岩体趋于稳定状态;(2) S变换综合了短时傅里叶变换（STFT）与小波变换（WT）的优点,其在微震等非平稳信号的时频分析中具有独特的优势;(3) 时频特性与波形特征相比更加稳定,基于S变换的微震波形分解能较好的揭示波形中包含的震源破坏信息;(4) 与施工期相比,左岸坝肩边坡岩石微破裂信号在蓄水期频率升高,持续时间减小,单震型微震事件比例增大,主要是由于在蓄水期左岸坝肩边坡岩体整体性和强度提高,岩体趋于稳定,从而使微震信号表现出不同的时频特征。微震时频参数可以反映岩体的内部微破裂信息,并为其稳定性分析提供参考。 相似文献
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Adam P. Young Robert T. Guza William C. O'Reilly Olivier Burvingt Reinhard E. Flick 《地球表面变化过程与地形》2016,41(11):1564-1573
Concurrent observations of waves at the base of a southern California coastal cliff and seismic cliff motion were used to explore wave–cliff interaction and test proxies for wave forcing on coastal cliffs. Time series of waves and sand levels at the cliff base were extracted from pressure sensor observations programmatically and used to compute various wave impact metrics (e.g. significant cliff base wave height). Wave–cliff interaction was controlled by tide, incident waves, and beach sand levels, and varied from low tides with no wave–cliff impacts, to high tides with continuous wave–cliff interaction. Observed cliff base wave heights differed from standard Normal and Rayleigh distributions. Cliff base wave spectra levels were elevated at sea swell and infragravity frequencies. Coastal cliff top response to wave impacts was characterized using microseismic shaking in a frequency band (20–45 Hz) sensitive to wave breaking and cliff impacts. Response in the 20–45 Hz band was well correlated with wave–cliff impact metrics including cliff base significant wave height and hourly maximum water depth at the cliff base (r2 = 0.75). With site‐specific calibration relating wave impacts and shaking, and acceptable anthropogenic (traffic) noise levels, cliff top seismic observations are a viable proxy for cliff base wave conditions. The methods presented here are applicable to other coastal settings and can provide coastal managers with real time coastal conditions. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
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一系列深埋长大隧道工程在我国西部涌现,深埋隧道围岩的岩爆成因机制及监测预警成为亟待解决的课题。微震监测作为岩体微破裂空间监测技术在隧道工程岩爆预警上发挥了重要作用。由于微震数据存在的波动性（时间序列）、离散性（空间分布）和误差,利用震源参数随施工循环的演化特征评估岩爆发育过程并非足够稳定、有效。基于3种微震监测易于获取且紧密联系的震源参数（地震能量、地震矩和视应力）,扩展建立了用于岩爆评估与预警的EMS方法。该方法定义了地震能量、地震矩、视应力3种评价指标,并获得了3种评价指标间的关系;将3种评价指标用于岩爆预测,并进行了岩爆等级评估;同时还给出了微震路径与震源参数空间的概念。最后,将EMS方法应用于巴陕高速米仓山隧道的岩爆灾害实例,对岩爆里程段微震事件簇（微震事件聚集区域）内岩体累进破裂和岩爆发育过程进行了评估,实现了简易有效的微震数据日常处理与岩爆灾害评估预警。 相似文献