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1.
本研究对涪陵地区井下产气的龙马溪组页岩岩芯,采用三轴压机压裂制造裂缝,用工业CT扫描压裂前后岩芯,应用图像识别技术统计出裂缝体密度,又用超声脉冲透射法测定样品破裂前后裂缝方向上的纵波、单偏振方向与裂缝不同夹角的横波,来研究裂缝对页岩岩芯声学性质的影响.实验结果表明:压裂后样品的纵波速度略微降低,只有含较多内部裂隙的150#样品纵波速度减小幅度明显.压裂前后样品的纵波波形差别不大,纵波主频随裂缝体密度呈下降趋势,即压裂后纵波频谱主频向低频端移动.压裂前横波速度随自身与裂隙方位角变化而变化,与0°和180°相比,在45°和135°时略微减小,在90°时速度降低幅度最为明显并且发生相位反转.典型样品的横波主频随偏振方向与裂缝夹角的增大而逐渐向低频移动;压裂后,横波频谱杂乱,出现多处局部峰值,速度和主频较压裂前更低,平均横波波速随裂缝体密度呈明显减小趋势.平均纵横波速比随裂缝密度呈近线性增加,表明其与裂缝体密度有较强相关性.  相似文献   

2.
利用新方法制作出含可控裂缝的双孔隙人工砂岩物理模型,具有与天然岩石更为接近的矿物成分、孔隙结构和胶结方式,其中裂缝密度、裂缝尺寸和裂缝张开度等裂缝参数可以控制以得到实验所需要的裂缝参数,岩样具有真实的孔隙和裂缝空间并可以在不同饱和流体状态下研究流体性质对于裂缝介质性质的影响.本次实验制作出一组具有不同裂缝密度的含裂缝人工岩样,对岩样利用SEM扫描电镜分析可以看到真实的孔隙结构和符合我们要求的裂缝参数,岩样被加工成八面棱柱以测量不同方向上弹性波传播的速度,用0.5 MHz的换能器使用透射法测量在饱和空气和饱和水条件下各个样品不同方向上的纵横波速度,并得出纵横波速度、横波分裂系数和纵横波各向异性强度受裂缝密度和饱和流体的影响.研究发现流体对于纵波速度和纵波各向异性强度的影响较强,而横波速度、横波分裂系数和横波各向异性强度受饱和流体的影响不大,但是对裂缝密度的变化更敏感.  相似文献   

3.
利用角度扫描法对各向异性介质中快慢波的方位角和时间延迟进行分析是预测裂缝的一种比较有效的方法.转换横波在经过裂缝等波阻抗界面较明显的反射界面时,由于横波分裂使原始地震资料各分量的能量重新分配到快慢横波中,通过角度扫描法可以将发生横波分裂现象而分散于垂直裂缝和平行于裂缝两个方向上的快慢横波能量重新集中,恢复成没有发生横波分裂现象前的转换横波波场信号.为此,通过建立一套裂缝预测的流程并将其应用到胜利实际资料的处理中,对时间延迟进行校正并对裂缝方向进行预测,使转换波R分量的成像质量有了较大的提高.  相似文献   

4.
火山岩地层裂缝发育、裂缝发育程度是制约产能关键因素.裂缝是怎样影响地层横向的地震成像效果,并具有什么独特的地球物理反射特征,是人们一直关注的重点.本文设计不同类型含裂缝地质模型,结合不同岩性实验室测试参数将地质模型转化为地球物理模型,采用计算精度高的交错网格高阶有限差分法,开展不同裂缝模型地震波场特征正演模拟研究,对比分析含裂缝和不含裂缝地层波场传播的特征和成像剖面特征,以及含裂缝和不含裂缝全弹性波场的频率域特征变化,指导火山岩地层中裂缝的识别和预测.研究表明,含裂缝地层产生强散射波场,裂缝散射波振幅与裂缝数量、速度差有关;发育裂缝的火山机构,散射波场与其他波场(如反射波场、透射波场等)叠加、干涉相互作用,造成波前面出现断断续续的现象,在成像地震剖面上裂缝形成断续反射,且火山岩地层中裂缝散射波主频高于地层反射波的,裂缝发育地层具有高频段振幅明显增强的特征.  相似文献   

5.
基于Hudson裂隙理论中等效裂隙模型假设,在均匀介质中嵌入定向排列的薄圆片充填物可构成裂隙介质模型.通过改变充填物薄片的厚度,模拟裂隙的张开度,观测其对纵横波传播的影响.在实验室内用环氧树脂作裂隙模型的基质材料,含硅橡胶的混合低速材料做裂隙充填物.当每个模型中裂隙的直径和个数相等时,仅改变裂隙的厚度,形成了一组相同裂隙密度的裂隙模型.采用超声波脉冲透射法获得了平行和垂直裂隙方向纵横波传播的时间和波形记录.实验表明,在相同裂隙密度条件下,裂隙张开度的变化对纵横波的速度和振幅都有影响,其中纵波振幅的变化比速度变化大得多.横波速度的变化主要反映在慢横波上,振幅的变化快横波比慢横波大.这些特征对地震资料的处理和解释有一定的指导意义.  相似文献   

6.
岩石破裂孕育过程中的几种Q值变化   总被引:2,自引:0,他引:2       下载免费PDF全文
王彬  胡毅力 《地震学报》1996,18(4):513-517
采用脉冲传播谱振幅比法、能量法和尾波法分别测定片麻岩破裂孕育过程中的Q值变化.结果表明:谱振幅比法所得Q值呈现相对平稳值——升高至甚高值(极大值)——回降——破裂的变化形式;能量法所得Q值变化形态与上述相反,即平稳值——低值——回升——破裂;而尾波法所得Q值,主频Q值呈现相对高值——下降至低值(极小)——回升——破裂,与能量法Q值变化大体一致.而对于高频(大于主频)Q值则呈现平稳值——升高至极大值——回降——破裂.同时尾波振幅谱还表明:应力达70%破裂应力后,首先是高频S波迅速减少(QC)变大),临近主破裂时主频S波则大幅度减少(QC回升),这可能是两种尾波QC变化形态不同的原因所致.而P,S波(初至波)振幅谱也表明,随着裂隙出现,S波频带变窄,高频成分迅速减少.即S波谱变化不同.这使采用不同方法所得的QS的变化特征不同.   相似文献   

7.
来自海底高速层径向波的理论地震图研究   总被引:1,自引:0,他引:1       下载免费PDF全文
本文利用各向异性反射率技术计算理论地震图,提出海底高速薄层会产生沿高速层水平传播的波(简称径向波),这种波在水层中作为P波,在固液界面激发下行横波,该均匀横波以临界角入射高速薄层,在层内作为超临界角的非均匀横波水平传播,再以临界角转换为上行传播的均匀横波,最终在固液界面上行透射转换为水层中P波.高速薄层传播的径向波不同于界面折射波,也不同于具有频散的面波和通道波.理论地震图的研究表明,径向波具有线性时距,能与海底强反射具有同等振幅水平;径向波有其振幅、时距位置和斜率这些观测记录参数,分别对应高速层的厚度、深度和近似的横波速度;径向波可以克服折射波解释中遇到的振幅强弱和高速层速度等困难.径向波可作为探测海底高速薄层的有力工具,对于研究高速层屏蔽、海底反射类型的多样性和相应的资料处理解释有重要意义.  相似文献   

8.
为更好地了解裂隙张开度对纵波特征(速度、振幅和各向异性)的频率响应,在实验室利用分层嵌入低速薄圆片模拟裂隙方式,构建了六块裂隙密度为8.30%的不同张开度裂隙模型,用四种主频(0.1MHz~1MHz)超声纵波换能器在裂隙模型的平行和垂直裂隙方向上测试了透射纵波速度和振幅。实验数据表明,在0.1MHz~1MHz频段范围,张开度从O.1mm增大到0.34mm时,纵波平行裂隙方向传播时的振幅随频率线性下降,速度频散从1.5%增加到2.1%。垂直裂隙方向传播时振幅随频率呈二次函数缓慢下降,速度频散从1.9%到4.7%。两方向的速度频散差异加剧了张开度模型的各向异性频散。裂隙张开度对纵波特性的频散是由裂隙张开度的散射引起的。  相似文献   

9.
芦俊  石瑛  杨春颖 《地球物理学报》2018,61(8):3310-3323
针对裂缝各向异性介质,本文提出一种非正交假设下的矢量波场分离方法.本文首先对多分量地震勘探中常见的波型泄漏现象进行了数学描述,提出在纵、横波波场分离的同时应该考虑恢复纵、横波的矢量振幅.为了对裂缝方位角与各向异性系数进行定量预测,本文将矢量波场分离拆分成三个步骤来实施:第一步,用Z、R两分量的仿射坐标系变换分离ZR平面内的P波投影与SV波;第二步,用ZR平面内的P波投影与T分量的仿射坐标系变换分离P波与SH波;第三步,用纯净的SV波与SH波的成像剖面分离快慢横波,并预测裂缝发育参数.模型数据与实际数据的试验结果表明,本文提出的纵、横波波场分离方法能够获得完整的矢量振幅信息,并提供裂缝预测的精度.  相似文献   

10.
裂缝广泛分布于地球介质中并且具有多尺度的特点,裂缝尺度对于油气勘探和开发有着重要的意义.本文制作了一组含不同长度裂缝的人工岩样,其中三块含裂缝岩样中的裂缝直径分别为2 mm、3 mm和4 mm,裂缝的厚度都约为0.06 mm,裂缝密度大致相同(分别为4.8%、4.86%和4.86%).在岩样含水的条件下测试不同方向上的纵横波速度,实验结果表明,虽然三块裂缝岩样中的裂缝密度大致相同,但是含不同直径裂缝岩样的纵横波速度存在差异.在各个方向上,含数量众多的小尺度裂缝的岩样中纵横波速度都明显低于含少量的大尺度裂缝的岩样中纵横波速度.尤其是对纵波速度和SV波速度,在不同尺度裂缝岩样中的差异更明显.在含数量多的小尺度裂缝的岩样中纵波各向异性和横波各向异性最高,而含少量的大尺度的裂缝的岩样中的纵波各向异性和横波各向异性较低.实验测量结果与Hudson理论模型预测结果进行了对比分析,结果发现Hudson理论考虑到了裂缝尺度对纵波速度和纵波各向异性的影响,但是忽略了其对横波速度和横波各向异性的影响.  相似文献   

11.
Average elastic properties of a fluid‐saturated fractured rock are discussed in association with the extremely slow and dispersive Krauklis wave propagation within individual fractures. The presence of the Krauklis wave increases P‐wave velocity dispersion and attenuation with decreasing frequency. Different laws (exponential, power, fractal, and gamma laws) of distribution of the fracture length within the rock show more velocity dispersion and attenuation of the P‐wave for greater fracture density, particularly at low seismic frequencies. The results exhibit a remarkable difference in the P‐wave reflection coefficient for frequency and angular dependency from the fractured layer in comparison with the homogeneous layer. The biggest variation in behaviour of the reflection coefficient versus incident angle is observed at low seismic frequencies. The proposed approach and results of calculations allow an interpretation of abnormal velocity dispersion, high attenuation, and special behaviour of reflection coefficients versus frequency and angle of incidence as the indicators of fractures.  相似文献   

12.
A fluid‐saturated flat channel between solids, such as a fracture, is known to support guided waves—sometimes called Krauklis waves. At low frequencies, Krauklis waves can have very low velocity and large attenuation and are very dispersive. Because they propagate primarily within the fluid channel formed by a fracture, Krauklis waves can potentially be used for geological fracture characterization in the field. Using an analogue fracture consisting of a pair of flat slender plates with a mediating fluid layer—a trilayer model—we conducted laboratory measurements of the velocity and attenuation of Krauklis waves. Unlike previous experiments using ultrasonic waves, these experiments used frequencies well below 1 kHz, resulting in extremely low velocity and large attenuation of the waves. The mechanical compliance of the fracture was varied by modifying the stiffness of the fluid seal of the physical fracture model, and proppant (fracture‐filling high‐permeability sand) was also introduced into the fracture to examine its impact on wave propagation. A theoretical frequency equation for the trilayer model was derived using the poroelastic linear‐slip interface model, and its solutions were compared to the experimental results.  相似文献   

13.
The coda wave propagation path has received extensive attention as it is more sensitive to small changes in the medium than the direct wave. During the process of loading, the wave velocity, medium or source changes may cause the coda wave to change. The physical mechanism of change in the ultrasonic coda wave varies during different deformation stages. Meanwhile, there exist local damages in the rock sample during the deformation, and it will be accompanied by acoustic emission. Combining the ultrasonic coda wave and acoustic emission is beneficial to characterize the coda wave characteristics and damage degree of the sample at different deformation stages. In this paper, three kinds of rocks, including granodiorite, marble and sandstone with the sizes of 50mm×50mm×150mm, are used to carry out observations of ultrasonic coda wave and acoustic emission during the whole process of loading so as to study characteristics of the coda wave at different deformation stages. The major results are given below: 1)There is a good correspondence between the coda wave variation and the acoustic emission evolution process. When the acoustic emission frequency increases, the coda wave changes accordingly. In particular, the coda wave changes in the early stages of increased acoustic emission frequency, which indicates that the early damage information of rock can be obtained by analysis of the coda wave. 2)The physical mechanism of the coda wave change is different in different deformation stages. At the initial stage of loading, there are obvious scatterer changes in the coda wave change; then, in the linear elastic deformation stage, the wave velocity change is dominating; in the late-stage of loading, the scatterer change increases and coexists with the wave velocity change, the scatterer change effect is related with the rock micro-fracture degree, the rock will locally be damaged before rupturing, and the role of the scatterer will be enhanced. 3)With the increase of loading, the amplitude of increase of the wave velocity generally decreases gradually, which is basically consistent with the understanding obtained through the direct wave. The interference of acoustic emission can be eliminated because of the Kaiser effect when analyzing the coda wave. The consistency of the wave velocity change and stress loading and unloading is further verified. 4)The micro-fracture generated during rock deformation will change the physical mechanism of the coda wave change, and the scatterer effect will be significantly enhanced. At the same time, the acoustic emission waveform will cause interference to the ultrasonic coda wave. This means that attention needs to be paid when analyzing rock damage using only coda wave data. In short, the ultrasonic coda wave and acoustic emission can reflect the damage inside the rock, and the change mechanism of the coda wave in different deformation stages is different. The joint observation of the two can play a mutual verification role, which is conducive to improving the reliability of the observation results.  相似文献   

14.
IntroductionSeismic wave is an important information source to analyze and study seismic source and internal structure of the earth. Studies of wave on different frequency ranges can provide many features of seismic source and internal structure of the earth. In recent years in quantitative study of seismic wave seismologists at home and abroad have developed a wide study field on the coda. Especially seismologists have done a lot of work in coda geneses, mechanism and its attenuation to explo…  相似文献   

15.
The earlyP wave coda (5–15 sec after the first arrival) of underground explosions at the Nevada Test Site is studied in the time domain using 2082 teleseismic short-period recordings, with the intent of identifying near-source contributions to the signals in the frequency range 0.2–2.0 Hz. Smaller magnitude events tend to have relatively high coda levels in the 0.4–0.8 Hz frequency band for both Yucca Flat and Pahute Mesa explosions. Coda complexity in this low-frequency passband is negatively correlated with burial depth for Pahute Mesa events but is only weakly correlated with depth for Yucca Flat events. Enhanced excitation of relatively long-period scattered waves for smaller, less deeply buried events is required to explain this behavior. Coda complexity in the 0.8–1.1 Hz band is positively correlated with magnitude and depth for Pahute Mesa events, but has no such dependence for Yucca Flat events. This may result from systematic variations between the spectra of direct signals and coda arrivals caused bypP interference for the largest events, all of which were detonated at Pahute Mesa. Another possible explanation is a frequency-dependent propagation effect on the direct signals of the larger events, most of which were located in the center of the mesa overlying strong lateral velocity gradients in the crust and upper mantle. Event average complexity varies spatially for both test sites, particularly in the 0.8–1.1 Hz band, providing evidence for frequency-dependent focussing or scattering by near-source structure. Both the direct arrivals and the early coda have strong azimuthal amplitude patterns that are produced by defocussing by mantle heterogeneity. The direct arrivals have stronger coherent azimuthal patterns than the early coda for Pahute Mesa events, indicating more pronounced deep crustal and shallow mantle defocussing for the direct signals. However, for Yucca Flat events the direct arrivals have less coherent azimuthal patterns than the coda, suggesting that a highly variable component of near-source scattering preferentially affecting the downgoing energy is superimposed on a pattern produced by mantle heterogeneity that affects the entire signal. This complicated behavior of the direct arrivals may be the result of triplications and caustics produced by the complex basement structure known to underlie the Yucca Flat test site. The presence of strong azimuthal patterns in the early coda indicates that source strength estimates based on early coda are subject to biases similar to those affecting estimates based on direct arrivals.  相似文献   

16.
裂隙型单斜介质中多方位地面三分量记录模拟   总被引:23,自引:3,他引:20       下载免费PDF全文
针对裂隙型储集层中更具代表性的各向异性介质模型,即在各向同性背景介质中含有两组斜交的垂直裂隙所构成的单斜各向异性介质模型,利用时间和空间上可达任意阶的高阶交错网格有限差分技术,对具有不同裂隙填充物性质的单斜介质中波的传播快照进行了模拟.结果证实各向异性介质中波的传播速度随传播方向的不同而产生明显的差异;裂隙填充物的性质对于速度各向异性具有很大的影响.另外,利用坐标旋转法,对水平层状各向异性介质中多方位地面三分量记录进行了模拟,结果表明了方位各向异性介质中,波的传播速度不仅随入射角的变化而变化,同时也随观测方位的不同而产生差异.数值模拟结果为进一步利用地面多方位地震属性进行各向异性参数的反演及裂隙参数的描述提供理论基础.  相似文献   

17.
Scattering attenuation in short wavelengths has long been interesting to geophysicists. Ultrasonic coda waves, observed as the tail portion of ultrasonic wavetrains in laboratory ultrasonic measurements, are important for such studies where ultrasonic waves interact with small-scale random heterogeneities on a scale of micrometers, but often ignored as noises because of the contamination of boundary reflections from the side ends of a sample core. Numerical simulations with accurate absorbing boundary can provide insight into the effect of boundary reflections on coda waves in laboratory experiments. The simulation of wave propagation in digital and heterogeneous porous cores really challenges numerical techniques by digital image of poroelastic properties, numerical dispersion at high frequency and strong heterogeneity, and accurate absorbing boundary schemes at grazing incidence. To overcome these difficulties, we present a staggered-grid high-order finite-difference (FD) method of Biot’s poroelastic equations, with an arbitrary even-order (2L) accuracy to simulate ultrasonic wave propagation in digital porous cores with strong heterogeneity. An unsplit convolutional perfectly matched layer (CPML) absorbing boundary, which improves conventional PML methods at grazing incidence with less memory and better computational efficiency, is employed in the simulation to investigate the influence of boundary reflections on ultrasonic coda waves. Numerical experiments with saturated poroelastic media demonstrate that the 2L FD scheme with the CPML for ultrasonic wave propagation significantly improves stability conditions at strong heterogeneity and absorbing performance at grazing incidence. The boundary reflections from the artificial boundary surrounding the digital core decay fast with the increase of CPML thicknesses, almost disappearing at the CPML thickness of 15 grids. Comparisons of the resulting ultrasonic coda Q sc values between the numerical and experimental ultrasonic S waveforms for a cylindrical rock sample demonstrate that the boundary reflection may contribute around one-third of the ultrasonic coda attenuation observed in laboratory experiments.  相似文献   

18.
The Quality factor is the parameter that can be used to describe the energy attenuation on seismic wave. In theory, we can obtain the relationship between the change of the coda wave quality factor with time and the strong earthquake preparation process on the basis of the quality factor of a coda wave in a same ray path. However, in reality the coda wave quality factor measured by different seismic coda waves corresponds to different seismic wave ray paths. The change of the quality factor with time is related to non-elastic characteristics of the medium and the volume of scattering ellipsoid constrained by scattered wave phase fronts, besides the change of regional stress field. This paper discusses the relationship between quality factor, epicenter distance and different lapse time, and then discusses the relationship between quality factor and frequency. Furthermore the determination method of the coda wave quality factor is put forward. The improved determination method of the quality factor, which removes the influence of different earthquakes or propagation depth of scattered waves, may increase measurement precision, thus information pertaining to abnormal changes in quality factor and the relationship between the quality factor and earthquake preparation process can be acquired.  相似文献   

19.
INTRODUCTIONThephenomenonof“quiescence”beforestrongearthquakeshaswidelybeenaccepted .However,isitreallyquietbeforeanearthquake ?Accordingtorecordsfromshortperiodseismographs,itis“quiet”beforeearthquake ,butaccordingtotherecordsofbroadbandseismograph ,thismaynotbetrue .Thekeytothismatterishowtogetreliableinformation .Earlyinthe 1 970’s,manyseismologiststhoughtthattheultra lowfrequencywaveformrecordedbybroadbandseismometersbeforeearthquakescamefromfore sliporslow extending (Rikitake ,…  相似文献   

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