共查询到19条相似文献，搜索用时 171 毫秒
1.
为了实现三维倾斜界面真正的共反射点叠加,获得更加精确的P波速度模型,进行可靠的AVO/AVA分析,形成与三维多分量PS转换波共转换点道集配套的技术,在常速介质共反射点精确走时的基础上,推导并给出三维倾斜界面P波共反射点道集近似双曲时距关系及NMO速度;认识到近似时距在偏移距与深度比小于2时具有较高的拟合精度;指出P波共反射点道集NMO速度是P波速度、界面倾角、界面倾向和测线方位的函数,且随测线方位变化而呈现椭圆特征.与P波共中心点道集NMO速度不同.P波共反射点道集NMO速度小于介质速度.且随界面倾角增大而减小;椭圆长轴方向为倾斜界面走向方位,短轴方向为倾斜界面倾向方位. 相似文献
2.
本文研究了v_0及v_0为常数时,凹界面产生折射迴轉波的形成条件及其运动学与动力学特点,并在非纵折射野外观測中找到了实际的例子。当地震界面为大傾角曲界面时,在一定条件下会形成地震波时距曲綫的迴转。地震反射迴轉波的运动学与动力学特点,在文献[2,4]中已經討論过。理論上的推断,已由地震模拟实驗的結果加以証实。在本文中,主要希望尽可能浅近地来推导折射界面为一定曲率的圓弧形界面时,纵折射测线上折射迴轉波的形成条件。并以新疆地区某大断裂附近获得的非纵折射記录,来說明折射迴轉波的动力学与运动学特点。 相似文献
3.
基于有关粗糙界面的Rayleigh假设,讨论了平面声波按余弦规律快速变化的小尺度粗糙界面上的反射特征.研究表明：这类界面与位于该位置的一个过渡地层的作用相当.该过渡层的厚度为粗糙界面的起伏幅度,速度和密度为上下两层介质相应量的平均值.研究了埋藏很深的微粗糙界面所引起的地震反射（绕射）波的频散特性和走时的构成,即包含零炮检距反射时间、正常时差和界面粗糙时差三部分内容.该粗糙时差与空间坐标和时间坐标无关,与绕射波的阶次有关,绕射波尾随在反射波之后以某一固定的时差出现.且只有当界面的粗糙波长与地震波的波长相当时,才能观测到这类绕射波.该结论为粗糙界面地震反射资料的处理方法提供了理论依据. 相似文献
4.
接收函数方法自Langston提出以来,经过近30年的不断发展,接收函数在提取方法、反演技术以及界面成像等方面取得了重要进展,已逐步成为研究地球内部、特别是地壳上地幔结构的重要手段.近年来,随着观测和研究的不断深入,倾斜界面和各向异性介质对接收函数的影响也逐渐引起人们的重视.本文通过建立不同的倾斜界面和各向异性模型,计算了不同模型的理论接收函数,比较系统的阐述了径向和切向分量接收函数的变化特征,通过分析发现倾斜界面和各向异性介质都能使接收函数的切向分量产生明显的能量,并使径向和切向分量呈现周期性的变化,倾斜界面和各向异性介质产生的接收函数波场特征的差异主要表现在周期性和转换震相的到时差上,通过分析不同方位角的径向和切向接收函数,研究直达P波和PS转换波振幅及到时随方位角的变化规律,可以较好地区分倾斜界面和介质各向异性的影响. 相似文献
5.
对于三维反射地震,文中将三维弯曲界面视为倾向和倾角变化的三维倾斜界面的包络,并依据三维倾斜界面反射提出计算三维弯曲界面P波反射时距的一种新方法。该方法基于倾角CDP理论,从界面反射点出发,给出地表CDP网格点,由检波点位置计算炮点位置,得到三维地震的炮点网格和检波点网格的分布关系,最终计算P波的三维反射时距。炮集数值模拟的结果表明,该方法有较高的计算效率,便于分析反射时距随炮点位置的变化,特别能揭示界面反射点位置和时距的关系。三维弯曲界面和三维倾斜界面的反射时距特征对比表明,仅从同一测线方位的时距难以将这两种类型的界面反射区分开来,但比较不同方位的时距差异可以解决这一问题。 相似文献
6.
针对地震动空间差异问题,以半无限空间内平面SV波入射为例,采用波动理论和叠加原理相结合的方法研究地震动的空间特征。首先,分析入射波和反射波在空间内形成质点运动的叠加模式差异,并依此对空间域进行划分;其次,针对不同泊松比和SV波入射角情形研究叠加区与分离区的分界线控制情况;最后,对比分析不同空间域内的质点运动在峰值、持时等方面的特征。研究结果显示:当SV波入射时,叠加区与分离区的分界线通常由z3 （反射P波与反射SV波的分离线）控制;同时存在两种特殊情况,当SV波垂直入射时,分界线由z1 （入射SV波与反射SV波的分离线）控制,当反射SV波幅值为零时,分界线由z2 （入射SV波与反射P波的分离线）控制。在入射波和反射波的影响下,质点运动时程的形状具有水平不变性。三波贡献时段只出现在深度小于z1的质点的运动时程中,且持时随着深度的增加线性减少;双波贡献时段出现在位于叠加区内的质点的运动时程中,持时沿深度先增加后减少;单波贡献时段随着深度的增加而逐渐加长,在分离区达到最大值。质点运动总持时随深度逐渐增加,在分离线z2和z3深度处存在两个拐点。在质点运动峰值方面,靠近自由面的叠加区质点运动峰值变化较大,深度较大的叠加区和分离区的质点运动峰值一般不变。 相似文献
7.
共炮检距二维弹性波地震剖面的偏移方法 总被引：4，自引：0，他引：4
共均匀各向同性介质的分界面上入射纵波时，除产生纵波反射Ｐ－Ｐ波外，还会产生转换横波的反射Ｐ－ＳＶ波。同样，当入射波为ＳＶ横波时，在分界面上会同时产生ＳＶ－ＳＶ反射波和ＳＶ－Ｐ反射转换波。对这种二维弹性波地震记录如何进行偏移是探讨的问题。为了能够处理实际地震数据，本文提出在共炮检距剖面上进行二维弹性波记录的偏移方法。 相似文献
8.
基于数值模拟方法系统研究脉冲与正弦SH波及P波垂直入射半圆弧凹陷场地时的地表位移响应,并与相应解析解进行了对比分析。P波入射时,半圆弧凹陷场地由于P波与反射SV波的干涉产生Rayleigh波,会对场地自由表面的稳态位移响应幅值产生较大影响。凹陷内部的归一化Z向位移幅值相比没有考虑Rayleigh波生成时有较大的不同,其在凹陷边缘处没有什么变化,而在凹陷向两侧延伸的方向,会有压缩作用;归一化X向位移幅值在凹陷内部无太大变化,在凹陷向两侧延伸的方向,会有波动状的归一化X向位移幅值。 相似文献
9.
本文采用AVO数值模拟方法,共选取水合物系统分层结构6个模型,对水合物、游离气和饱水沉积物接触界面的反射特征进行了数值模拟,研究了BSR及双BSR的存在条件与水合物体系垂向分布的关系,对一些现象从理论上进行了阐明.主要结论是：（1）强的似海底反射界面BSR与游离气体的存在密不可分,实际地震剖面中的“BSR”可能不对应水合物而只对应气体,无明显BSR的地方可能有水合物.（2）水合物顶部有可能存在游离气体,它可以在正常BSR（BSR1）之上形成另一个具有正极性的似海底反射界面BSR2.（3）正常BSR之下的双BSR（BSR0）其弹性机理有两种可能,一是水合物之下游离气上升迁移遇到某种阻隔层或不同气体组分的自然分层所造成的气体垂向分布的梯度性差异;二是当水合物之下的游离气体中存在残存的水合物时,同样会形成一定强度的似海底反射,在这种情形下BSR0的极性比较难以判断,取决于残存水合物上下游离气的饱和度和残存水合物的厚度. 相似文献
10.
为了更进一步研究土与结构相互作用中界面的动态接触特性,在DYS-200-1-05电动振动系统基础上研制了一种悬吊环式试验装置系统.该装置系统具有如下功能特点:(1)可以分析加载频率、加载速率对土与结构接触特性的影响界面;(2)法向为常应力控制,切向可实现不同频率加载;(3)考虑了剪切外力作用过程中土体的剪切变形特性,故可以研究试验过程中土-结构系统破坏与土体自身变形破坏的关系.试验结果表明,本试验装置系统的性能可靠,为后面系统研究土-结构界面动态接触性能奠定了基础. 相似文献
11.
We use linear slip theory to evaluate seismic reflections at non‐welded interfaces, such as faults or fractures, sandwiched between general anisotropic media and show that at low frequencies the real parts of the reflection coefficients can be approximated by the responses of equivalent welded interfaces, whereas the imaginary parts can be related directly to the interface compliances. The imaginary parts of low frequency seismic reflection coefficients at fault zones can be used to estimate the interface compliances, which can be related to fault properties upon using a fault model. At normal incidence the expressions uncouple and the complex‐valued P‐wave reflection coefficient can be related linearly to the normal compliance. As the normal compliance is highly sensitive to the infill of the interface, it can be used for gas/fluid identification in the fault plane. Alternatively, the tangential compliance of a fault can be estimated from the complex‐valued S‐wave reflection coefficient. The tangential compliance can provide information on the crack density in a fault zone. Coupling compliances can be identified and quantified by the observation of PS conversion at normal incidence, with a comparable linear relationship. 相似文献
12.
Based on knowledge of a commutative group calculation of the rock stiffness and on some geophysical assumptions, the simplest fractured medium may be regarded as a fracture embedded in an isotropic background medium, and the fracture interface can be simulated as a linear slip interface that satisfies non‐welded contact boundary conditions: the kinematic displacements are discontinuous across the interface, whereas the dynamic stresses are continuous across the interface. The finite‐difference method with boundary conditions explicitly imposed is advantageous for modelling wave propagation in fractured discontinuous media that are described by the elastic equation of motion and non‐welded contact boundary conditions. In this paper, finite‐difference schemes for horizontally, vertically, and orthogonally fractured media are derived when the fracture interfaces are aligned with the boundaries of the finite‐difference grid. The new finite‐difference schemes explicitly have an additional part that is different from the conventional second‐order finite‐difference scheme and that directly describes the contributions of the fracture to the wave equation of motion in the fractured medium. The numerical seismograms presented, to first order, show that the new finite‐difference scheme is accurate and stable and agrees well with the results of previously published finite‐difference schemes (the Coates and Schoenberg method). The results of the new finite‐difference schemes show how the amplitude of the reflection produced by the fracture varies with the fracture compliances. Later, comparisons with the reflection coefficients indicate that the reflection coefficients of the fracture are frequency dependent, whereas the reflection coefficients of the impedance contrast interface are frequency independent. In addition, the numerical seismograms show that the reflections of the fractured medium are equal to the reflections of the background medium plus the reflections of the fracture in the elastic fractured medium. 相似文献
13.
Although it is believed that natural fracture sets predominantly have near‐vertical orientation, oblique stresses and some other mechanisms may tilt fractures away from the vertical. Here, we examine an effective medium produced by a single system of obliquely dipping rotationally invariant fractures embedded in a transversely isotropic with a vertical symmetry axis (VTI) background rock. This model is monoclinic with a vertical symmetry plane that coincides with the dip plane of the fractures. Multicomponent seismic data acquired over such a medium possess several distinct features that make it possible to estimate the fracture orientation. For example, the vertically propagating fast shear wave (and the fast converted PS‐wave) is typically polarized in the direction of the fracture strike. The normal‐moveout (NMO) ellipses of horizontal reflection events are co‐orientated with the dip and strike directions of the fractures, which provides an independent estimate of the fracture azimuth. However, the polarization vector of the slow shear wave at vertical incidence does not lie in the horizontal plane – an unusual phenomenon that can be used to evaluate fracture dip. Also, for oblique fractures the shear‐wave splitting coefficient at vertical incidence becomes dependent on fracture infill (saturation). A complete medium‐characterization procedure includes estimating the fracture compliances and orientation (dip and azimuth), as well as the Thomsen parameters of the VTI background. We demonstrate that both the fracture and background parameters can be obtained from multicomponent wide‐azimuth data using the vertical velocities and NMO ellipses of PP‐waves and two split SS‐waves (or the traveltimes of PS‐waves) reflected from horizontal interfaces. Numerical tests corroborate the accuracy and stability of the inversion algorithm based on the exact expressions for the vertical and NMO velocities. 相似文献
14.
P. HUBRAL 《Geophysical Prospecting》1977,25(4):738-745
Using an elementary theory of migration one can consider a reflecting horizon as a continuum of scattering centres for seismic waves. Reflections arising at interfaces can thus be looked upon as the sum of energy scattered by interface points. The energy from one point is distributed among signals upon its reflection time surface. This surface is usually well approximated by a hyperboloid in the vicinity of its apex. Migration aims at focusing the scattered energy of each depth point into an image point upon the reflection time surface. To ensure a complete migration the image must be vertical above the depth point. This is difficult to achieve for subsurface interfaces which fall below laterally in-homogeneous velocity media. Migration is hence frequently performed for these interfaces as well by the Kirchhoff summation method which systematically sums signals into the apex of the approximation hyperboloid even though the Kirchhoff integral is in this case not strictly valid. For a multilayered subsurface isovelocity layer model with interfaces of a generally curved nature this can only provide a complete migration for the uppermost interface. Still there are various advantages gained by having a process which sums signals consistently into the minimum of the reflection time surface. The position of the time surface minimum is the place where a ray from the depth point emerges vertically to the surface. The Kirchhoff migration, if applied to media with laterally inhomogeneous velocity, must necessarily be followed by a further time-to-depth migration if the true depth structure is to be recovered. Primary normal reflections and their respective migrated reflections have a complementary relationship to each other. Normal reflections relate to rays normal to the reflector and migrated reflections relate to rays normal to the free surface. Ray modeling is performed to indicate a new approach for simulating seismic reflections. Commonly occuring situations are investigated from which lessons can be learned which are of immediate value for those concerned with interpreting time migrated reflections. The concept of the ‘image ray’ is introduced. 相似文献
15.
The dynamic soil-structure interaction of a shear wall embedded in elastic isotropic and homogeneous soil layers underlain by bedrock, subjected to SH waves, is modeled in the present article. The soil layers consist of irregular interfaces and it has been shown that the scattering due to the roughness of the layers has significant effect on the displacement of both the foundation and the shear wall. To demonstrate the phenomena indirect boundary element method(IBEM) has been used on the basis of its validation in previous problems of similar type. The system response is compared with the analytical solution of the same type of model for vertically propagating incident SH waves. It is observed that for the low frequency of wave, displacement is abruptly high, and as a result the combination of shear wall and foundation perceives resonance. The thickness of the soil layer, mass of the shear wall, stiffness of the bedrock and the soil layers all affects the system frequency and displacement. 相似文献
16.
Ian Lerche 《Pure and Applied Geophysics》1990,134(1):109-115
At angles other than normal incidence a pencil of plane acoustic waves, incident on a planar interface separating a low velocity medium from a high velocity medium, gives rise to a reflected pencil of waves which is laterally displaced from the illumination point of the incident pencil. The importance of this planar shift for understanding and interpreting wide-angle acoustic reflections is discussed, as is the variation of the equivalent depth below the interface at which a point-like reflection would be considered as an equivalent reflecting horizon. 相似文献
17.
Field estimates of the normal and shear compliance of water saturated fractures were obtained from a seismic experiment carried out on a wave‐cut platform of Upper Caithness Flagstone on the North coast of Scotland. The rocks are cut by two orthogonal sets of vertical fractures. Vertical geophones were glued to the rock surface and seismic waves were generated by striking the surface with a sledge hammer. First arrival traveltimes were obtained for source‐receiver distances up to 30 m. Differences of compressional velocity with direction across the platform were interpreted as resulting from the compliance of the fractures intersected by the transmitted waves. The average normal compliance for fractures at this site is 4.0 × 10?12± 1.0 × 10?12 m/Pa. There is much less certainty about the precise value of shear compliance. However, the normal/shear compliance ratio is determined to be ≤0.1. 相似文献
18.
Shear waves can today be generated and observed, though not with the flexibility and the technical standard of compressional waves, and they can be identified in seismograms by various means. Their potential lies not so much in their lower velocity (corresponding—for the same frequency—to shorter wavelength and higher resolution) but in the fact that they probe the earth with stresses and strains that differ from those of compressional waves. Full utilization of the information potential of shear waves, therefore, requires combined use of P-and S-waves. Complications in the combined use of different wave types should be regarded as opportunities to obtain additional information. A typical example is the observation that the depth of one and the same interface estimated on the bases of P- and SH-reflections, respectively, can differ significantly. This discrepancy may be due to the anisotropy of a finely layered medium. Under favorable circumstances some of the parameters describing this anisotropy can be deduced from the different depth estimates and the curvature of the squared-offset/squared-time representation of the different reflections. Since in anisotropic media vertically polarized shear waves are significantly different from horizontally polarized ones, the combined observation of all three waves opens up additional possibilities. 相似文献
19.
平面P波在饱和半空间中洞室周围的散射(II):数值结果 总被引：1，自引：0，他引：1
本文通过数值计算研究了入射平面P波在饱和半空间中洞室周围散射问题,分析了入射波频率和角度、边界渗透条件、孔隙率、泊松比等参数对散射的影响。研究表明,平面P波入射情况下,饱和半空间和单相(干土)半空间中洞室附近地表位移幅值的差别很大,干土情况的水平位移幅值相对较大,饱和情况的竖向地表位移幅值相对较大;由于波在洞室附近的干涉,饱和情况与干土情况的地表位移出现相位漂移。随着孔隙率的增大,洞室附近水平地表位移幅值逐渐减小,竖向地表位移幅值则逐渐增大;当孔隙率较低时,边界渗透条件对地表位移幅值的影响很小,而当孔隙率较大时,边界渗透条件的影响则不可忽视,不透水情况下,水平和竖向地表位移幅值的峰值均相对较大;随着入射频率的增加,孔隙率的影响逐渐增大,而且不透水情况下孔隙率的影响相对较大。随着泊松比的增大,洞室附近水平地表位移幅值逐渐降低,竖向地表位移幅值则逐渐增大;泊松比较小时,边界渗透条件对位移幅值的影响较大,泊松比较大时,边界渗透条件对位移幅值的影响则较小;随着入射频率的增加,泊松比的影响逐渐增大。当孔隙率较小时,半空间地表和洞室表面孔隙水压幅值较小,但空间变化比较剧烈,随着孔隙率的增大,孔隙水压逐渐增大但空间变化逐渐平缓;随着入射频率的增加,孔隙水压幅值逐渐增大,且孔隙水压的空间变化逐渐变得复杂。 相似文献