基于气体包裹体模型的低孔低渗储层声波速度研究          下载免费PDF全文

白博  赵汝敏  施斌全  曹向阳 《CT理论与应用研究》2017,26(1):35-44

随着石油勘探工业的持续发展和技术水平的日益提高,低孔低渗油气藏已成为我国油气勘探开发的重要领域之一,但是该类油气藏的储层岩石物理关系复杂,对其评价也相对较难。本文针对中深层气藏低孔低渗储层评价存在的困难,采用修正的White气体包裹体模型开展岩石物理研究。首先对气体包裹体模型进行分析,得到纵横波速度的计算公式,进而理论计算并分析纵横波速度与孔隙度、饱和度、压力及温度参数的变化关系,最后结合岩心实验对理论计算结果进行了验证。研究结果表明基于气体包裹体模型的理论计算结果与实测数据吻合较好,可以较好地为低孔低渗复杂储层声波速度测量及解释提供技术支持。   相似文献   

一种基于层析成像技术提高浅地表面波勘探水平分辨率的方法   总被引：1，自引：0，他引：1       下载免费PDF全文

尹晓菲  胥鸿睿  夏江海  孙石达  王芃 《地球物理学报》2018,61(6):2380-2395

在高频面波方法中,水平分辨率是指水平方向上分辨异常体的能力.异常体在水平方向上的长度可用水平方向上横波速度的异常尺度来确定.面波多道分析（MASW）方法被广泛应用于浅地表横波速度结构的探测,然而该方法确定的横波速度是整个检波器排列的平均计算结果,因此水平分辨率较差.另外,采用共中心点（CMP）多次覆盖的方式采集数据亦增加了野外的工作量.我们在MASW方法的基础上,应用面波层析成像方法,提出一套提高面波勘探水平分辨率的完整方法的技术流程.首先,利用波场分离技术获得准确的基阶或高阶模式面波,采用相位扫描的互相关方法测量多道面波记录中任意两道之间的面波走时;然后根据面波层析成像方法,获得高分辨率的各目标网格内的纯路径相速度频散曲线;最后反演所有目标网格内的纯路径相速度频散曲线,得到研究区域的拟二维横波速度结构.这套方法具有一定的抗噪能力,理论上它可以准确地提取相邻两道之间面波的相速度频散曲线;同时由于该方法最少只需要1个排列就可以获得拟二维横波速度结构,因此它显著减小了野外工作量.理论模型和实际资料都证实了这套方法可有效提高面波勘探的水平分辨率.  相似文献   

Accurate estimation of acoustic impedance based on spectral inversion          下载免费PDF全文

Jie Liu  Jianzhong Zhang  Zhong‐lai Huang 《Geophysical Prospecting》2018,66(1):169-181

Acoustic impedance is one of the best attributes for seismic interpretation and reservoir characterisation. We present an approach for estimating acoustic impedance accurately from a band‐limited and noisy seismic data. The approach is composed of two stages: inverting for reflectivity from seismic data and then estimating impedance from the reflectivity inverted in the first stage. For the first stage, we achieve a two‐step spectral inversion that locates the positions of reflection coefficients in the first step and determines the amplitudes of the reflection coefficients in the second step under the constraints of the positions located in the first step. For the second stage, we construct an iterative impedance estimation algorithm based on reflectivity. In each iteration, the iterative impedance estimation algorithm estimates the absolute acoustic impedance based on an initial acoustic impedance model that is given by summing the high‐frequency component of acoustic impedance estimated at the last iteration and a low‐frequency component determined in advance using other data. The known low‐frequency component is used to restrict the acoustic impedance variation tendency in each iteration. Examples using one‐ and two‐dimensional synthetic and field seismic data show that the approach is flexible and superior to the conventional spectral inversion and recursive inversion methods for generating more accurate acoustic impedance models.  相似文献   

Sensitivity analysis on measurement noise in the identification of soil properties from vertical array observation data     

Tetsushi Kurita  Kunihito Matsui 《地震工程与结构动力学》1997,26(9):951-965

This study clarified the effects of measurement noise on identification of soil properties from vertical array observation of seismic waves. In order to evaluate the sensitivity of the unknown parameter with respect to error caused by noise, the amplitude of a transfer function was used to formulate the evaluation function in the frequency domain. Also the logarithmic amplitude was used to formulate the evaluation function and compare the sensitivity between the two types of amplitude expressions. A numerical experiment, based on a simple-structured ground model, showed that these evaluation functions produced satisfactory results which were in good agreement with identified results obtained by the measurement data contaminated by artificially generated errors. The present theory, when applied to actual earthquake records, proved useful in evaluating the influence of the non-linearity of soil characteristics. © 1997 by John Wiley & Sons, Ltd.  相似文献   

Vertical and rocking impedances for rigid rectangular foundations on soils with bounded non-homogeneity     

Christos Vrettos 《地震工程与结构动力学》1999,28(12):1525-1540

The vertical and rocking response of rigid rectangular foundations resting on a linear-elastic, compressible, non-homogeneous half-space soil model is studied. The non-homogeneity is described by a continuous yet bounded increase of shear modulus with depth. The mixed boundary value problem is solved by means of the semi-analytical method of the subdivision of the foundation/soil contact area whereby the influence functions for the sub-regions are determined by integration of the corresponding surface-to-surface Green's functions for the particular soil model. Impedance functions are given for representative values of the non-homogeneity parameters, the Poisson's ratio and the foundation geometry over a wide range of frequencies. Significant features associated with the soil non-homogeneity are pointed out. Copyright © 1999 John Wiley & Sons Ltd.  相似文献   

Vertical vibrations of a rigid disk embedded in a poroelastic medium     

X. Zeng  R. K. N. D. Rajapakse 《国际地质力学数值与分析法杂志》1999,23(15):2075-2095

This paper considers the steady-state vertical vibrations of a rigid circular disk embedded at a finite depth below the free surface of a poroelastic medium. Biot's elastodynamic theory for porous media is used in the analysis. General solutions for axisymmetric poroelastic fields are obtained by using Hankel integral transforms. Analytical solutions for influence functions corresponding to four types of buried axisymmetric excitations are derived. The embedded disk problem is fomulated in terms of a set of coupled integral equations for unknown traction and pore pressure jumps across the disk. The kernel functions of the integral equations are the influence functions corresponding to buried vertical, radial and pore pressure ring loads. The system of integral equations is solved numerically by discretizing the disk into several concentric annular rings. Selected numerical solutions for displacements, vertical stress and pore pressure due to a buried fully flexible disk (uniform pressure) are also presented. The vertical compliances of a rigid disk are examined for different depths of embedment, poroelastic materials and hydraulic boundary conditions. Solutions for traction and pore pressure jumps are also examined. The present results are useful in the study of dynamic response of embedded foundations and anchors in poroelastic soils. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Longitudinal dynamic impedance of a static drill rooted nodular pile embedded in layered soil     

Zhen-Ya Li  Wen-Bing Wu  Chin Jian Leo 《Marine Georesources & Geotechnology》2018,36(3):253-263

The static drill rooted nodular (SDRN) pile is a new type of precast pipe pile with equally spaced nodes distributed along the shaft and wrapped by the surrounding cemented soil. In this paper, the longitudinal dynamic response of the SDRN pile embedded in layered soil is investigated with respect to the complexity of the pile body structure and the pile–soil contact condition. First, the shear complex stiffness transfer model is used to simulate the radial inhomogeneity of the surrounding soil. Then, the governing Equations of the pile–soil system subjected to longitudinal dynamic loading are established. The analytical solution for the dynamic response at the pile head is obtained by the shear complex stiffness transfer method and the impedance function transfer method. The degenerate case of the present solution is compared with the published solution to verify its reliability, and the complex impedance of the SDRN pile is compared with that of the precast pipe pile and the bored pile. Finally, a parametric study is conducted to investigate the influence of pile–soil parameters on the complex impedance at the pile head within the low frequency range concerned in the design of the dynamic foundation.  相似文献   

华北东部上地幔破裂带   总被引：5，自引：0，他引：5  

杨文采张学民  于常青 《地质学报》2007,81(10):1305-1313

利用天然地震的走时和S波震相的层析成像方法可以提供上地幔S波速度扰动精细图像。我们对华北东部(32°～44°N,114°～126°E)进行了高分辨率S波地震层析成像研究,揭示了苏鲁及环渤海地区上地幔速度结构的差异,为研究该区域深部构造演化提供新的地球物理证据和制约。本次成像取得的最醒目的成果是揭示了由波速剧烈变化指示的两条上地幔破碎带,它们分别出现在渤海湾裂谷区与苏鲁超高压变质带下方。苏鲁超高压变质带下方上地幔破碎带包含多个有序排列的高速团块,推测与扬子走滑并向前俯冲、以及前锋超高压变质块体拆沉及折返作用有关。地幔地震S波速的成像结果支持华北东部渤海湾地区发育地幔热羽柱体系的观点,并对地幔热羽柱的鉴识提供了新的标识。  相似文献   

平面S波在饱和多孔热弹性介质边界的反射问题研究          下载免费PDF全文

柳鸿博  周凤玺  郝磊超 《地震工程学报》2021,43(1):105-112

针对饱和多孔介质中热弹性波的传播特性问题,基于多孔介质理论和广义的热弹性模型,研究平面S波在饱和多孔热弹性介质边界上的反射问题.以考虑流-固耦合的饱和多孔介质波动方程和热-弹耦合的广义热弹性基本方程出发,建立饱和多孔介质的热-流-固耦合弹性波动模型.通过引入势函数并考虑自由透水和绝热的边界条件,经过理论推导最终给出在饱...  相似文献   

A new development of the scaled boundary finite element method for wave motion in layered half-space     

Zhi-yuan Li  Gao Lin  Zhi-qiang Hu  Wen-Bin Ye 《国际地质力学数值与分析法杂志》2022,46(1):141-163

The scaled boundary finite element method (SBFEM) developed by Wolf and Song has shown certain parallels to the finite element method (FEM) and boundary element method (BEM). Because of its semi-analytical nature, SBFEM is particularly suitable for the analysis of wave propagation in unbounded domains. This paper makes a certain modification of the standard SBFEM. A new idea of scaling surface instead of a scaling center is introduced to formulate the governing SBFE equations for the analysis of wave propagation in multilayered half-space, which leads to simplifying the modeling and saving considerably the computational effort. In addition, by employing the proposed approach, some problems encountered in engineering practice, which are difficult to deal with by the conventional SBFEM, for example, 3D foundation impedance on half-space with irregular geographical features, can be effectively solved. The proposed approach also helps to simplify the solution of shell structures. Numerical examples are provided to validate the accuracy and efficiency of the proposed approach.  相似文献