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CN114428319A - Near-surface modeling method and system for geological structure constraint - Google Patents

Near-surface modeling method and system for geological structure constraint Download PDF

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CN114428319A
CN114428319A CN202011108117.3A CN202011108117A CN114428319A CN 114428319 A CN114428319 A CN 114428319A CN 202011108117 A CN202011108117 A CN 202011108117A CN 114428319 A CN114428319 A CN 114428319A
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travel time
surface modeling
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CN114428319B (en
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周旸
张靖
蔡杰雄
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China Petroleum and Chemical Corp
Sinopec Geophysical Research Institute
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    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
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Abstract

The invention provides a near-surface modeling method and system for geological structure constraint, and belongs to the field of geophysical exploration. The method comprises the steps of firstly extracting construction information according to digital construction information obtained in an earlier stage or seismic data after offset, then introducing a constraint term for a target function in near-surface modeling to carry out constraint, and solving a near-surface modeling equation after constraint to obtain a high-precision near-surface velocity model. The method solves the problems of low precision, low resolution, inconsistent speed trend with the real condition and the like of the speed model obtained by the conventional near-surface modeling method, and obtains the high-precision and high-resolution near-surface speed model more stably and efficiently by introducing the structural constraint regularization term, thereby providing the high-quality near-surface speed model for the subsequent offset imaging. The invention has good application prospect in the field of seismic signal processing.

Description

一种地质构造约束的近地表建模方法及系统A near-surface modeling method and system for geological structure constraints

技术领域technical field

本发明属于地球物理勘探领域,具体涉及一种地质构造约束的近地表建模方法及系统。The invention belongs to the field of geophysical exploration, and in particular relates to a near-surface modeling method and system constrained by geological structures.

背景技术Background technique

随着中国油气勘探的不断发展,陆上地震勘探工作重心逐渐向西部的山地、戈壁滩、黄土塬、沙漠等复杂起伏地表地区转移。在这些起伏地表探区,近地表高程和速度的急剧变化对地震数据的采集、处理和解释都造成了较严重的影响。我国西部、四川探区具有复杂地表、复杂地下构造的双复杂特点,是当前地震勘探处理研究的热点。在处理具有复杂近地表特征探区的地震资料时,精确的近地表速度模型是高精度偏移成像取得良好效果的前提和基础,是落实构造的关键。With the continuous development of China's oil and gas exploration, the focus of onshore seismic exploration has gradually shifted to complex and undulating surface areas such as mountains, Gobi Desert, Loess Plateau, and desert in the west. In these undulating surface exploration areas, the rapid changes in near-surface elevation and velocity have a serious impact on the acquisition, processing and interpretation of seismic data. The exploration areas in western my country and Sichuan have the dual complex characteristics of complex surface and complex underground structures, which are the hotspots of current seismic exploration and processing research. When dealing with seismic data with complex near-surface feature exploration areas, an accurate near-surface velocity model is the premise and foundation for high-precision migration imaging to achieve good results, and is the key to implementing the structure.

传统的近地表速度建模的做法是先进行初至拾取,然后建立初始的速度模型,在初始模型的基础上进行射线追踪,计算走时残差,然后对近地表速度进行更新,不断迭代最终得到近地表模型。例如,中国专利公开文献CN102590864A 公开了两步法层析反演近地表建模方法,其具体步骤包括:①小折射初至的拾取和录入;②对小折射初至进行层析反演,输出能够反映极浅层速度精细变化的解释结果;③拾取大炮记录初至时间;④将小折射的反演结果结合工区内的微测井解释结果运用克里金方法进行内插,建立极浅层的近地表速度体;⑤网格划分和约束反演初始速度模型建立,将上一步得的极浅层近地表速度体替换大炮初至生成的初始模型的浅层部分,补充了大炮由于最小偏移距过大所引起的极浅层速度缺失;⑥约束权重场的生成;⑦通过约束层析法反演近地表速度模型,在层析反演得到的速度-深度模型基础上,拾取一个高速层顶界面,计算炮点和检波点静校正量。The traditional approach of near-surface velocity modeling is to first pick up the first arrival, then establish an initial velocity model, perform ray tracing on the basis of the initial model, calculate the traveltime residual, and then update the near-surface velocity. Near-surface models. For example, Chinese patent publication CN102590864A discloses a two-step tomographic inversion near-surface modeling method, the specific steps of which include: (1) picking and inputting the first arrival of small refraction; (2) performing tomographic inversion on the first arrival of small refraction, outputting Interpretation results that can reflect the fine changes of velocity in the very shallow layer; 3. Pick up the first arrival time of the cannon record; 4. Interpolate the inversion results of small refraction combined with the interpretation results of micro-logging in the work area using the kriging method to establish the ultra-shallow layer. ⑤ The initial velocity model of mesh division and constrained inversion is established, and the super shallow near-surface velocity body obtained in the previous step is replaced by the shallow part of the initial model generated by the first arrival of the cannon. Loss of very shallow velocity caused by too large displacement; ⑥ Generation of constraint weight field; ⑦ Inversion of near-surface velocity model by constrained tomography, and pick a high velocity model based on the velocity-depth model obtained by tomography inversion. Layer top interface, calculate the static correction of shot point and receiver point.

但是常规的近地表建模中层析方程是病态的,因此需要加上正则化约束和大平滑,从而导致近地表速度精度低、分辨率低等问题,甚至速度趋势与构造走向相反。However, the tomographic equations in conventional near-surface modeling are ill-conditioned, so regularization constraints and large smoothing need to be added, resulting in problems such as low near-surface velocity accuracy and resolution, and even the velocity trend is opposite to the tectonic trend.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于解决上述现有技术中存在的难题,提供一种地质构造约束的近地表建模方法及系统,在求解层析方程的时候引入地质构造约束,使得近地表速度与真实构造更加吻合,提高反演的精度和稳定性。The purpose of the present invention is to solve the above-mentioned problems in the prior art, and to provide a near-surface modeling method and system constrained by geological structure, and introduce geological structure constraints when solving tomographic equations, so that the near-surface velocity and the real structure are more closely related. to improve the accuracy and stability of the inversion.

本发明是通过以下技术方案实现的:The present invention is achieved through the following technical solutions:

本发明的第一个方面,提供了一种地质构造约束的近地表建模方法,所述方法首先根据前期得到的数字构造信息或者偏移后的地震数据提取构造信息,然后在近地表建模中,针对目标函数引入约束项进行约束,通过求解约束后的近地表建模方程,得到高精度的近地表速度模型。A first aspect of the present invention provides a near-surface modeling method constrained by geological structures. The method first extracts structural information according to digital structural information obtained in the early stage or migrated seismic data, and then builds a near-surface modeling method. In , a constraint term is introduced for the objective function to constrain, and a high-precision near-surface velocity model is obtained by solving the constrained near-surface modeling equation.

本发明的进一步改进在于,所述约束项为构造约束正则化项。A further improvement of the present invention is that the constraint term is a construction constraint regularization term.

本发明方法的进一步改进在于,所述方法包括:A further improvement of the method of the present invention is that the method comprises:

(1)输入数字构造信息或者偏移后的地震数据,准备初始的近地表速度v0,设置迭代次数N,i=0;(1) Input digital structural information or migrated seismic data, prepare the initial near-surface velocity v 0 , set the number of iterations N, i=0;

(2)对输入的数字构造信息或者偏移后的地震数据提取结构张量;(2) Extract the structure tensor from the input digital structural information or the migrated seismic data;

(3)根据当前的近地表速度进行射线追踪获得层析核函数K;(3) Perform ray tracing according to the current near-surface velocity to obtain the tomographic kernel function K;

(4)计算理论走时与真实走时的差Δt;(4) Calculate the difference Δt between the theoretical travel time and the real travel time;

(5)在所述层析核函数K中加入构造约束正则化项得到约束后的层析方程,然后求解约束后的层析方程得到慢度更新量,根据慢度更新量得到新一轮迭代的速度;(5) Add a regularization term of construction constraint to the tomographic kernel function K to obtain a constrained tomographic equation, then solve the constrained tomographic equation to obtain a slowness update amount, and obtain a new round of iterations according to the slowness update amount speed;

(6)判断i是否等于N,如果否,则i=i+1,返回第(3)步,如果是,则转入第(7)步;(6) judge whether i is equal to N, if not, then i=i+1, return to the (3) step, if so, then turn to the (7) step;

(7)输出最终速度v。(7) Output the final speed v.

本发明方法的进一步改进在于,所述步骤(1)中的所述数字构造信息、偏移后的地震数据均是三维数据体。A further improvement of the method of the present invention is that the digital structural information and the migrated seismic data in the step (1) are all three-dimensional data volumes.

本发明方法的进一步改进在于,所述步骤(3)的操作包括:A further improvement of the method of the present invention is that the operation of the step (3) includes:

通过当前的近地表速度计算炮点到检波点的路径信息,然后根据路径信息获得层析核函数K。The path information from the shot point to the detection point is calculated by the current near-surface velocity, and then the tomographic kernel function K is obtained according to the path information.

本发明方法的进一步改进在于,所述步骤(3)中的所述层析核函数K是一个二维矩阵,其中的行数表示射线的个数,列数表示速度网格的个数。A further improvement of the method of the present invention is that the tomographic kernel function K in the step (3) is a two-dimensional matrix, wherein the number of rows represents the number of rays, and the number of columns represents the number of velocity grids.

本发明方法的进一步改进在于,所述步骤(4)中的所述理论走时是根据当前速度模型计算得到的炮点到检波点的旅行时,所述真实走时是在野外观测得到的旅行时;A further improvement of the method of the present invention is that the theoretical travel time in the step (4) is the travel time from the shot point to the detection point calculated according to the current velocity model, and the real travel time is the travel time obtained by field observation;

利用下式计算获得理论走时与真实走时的差Use the following formula to calculate the difference between the theoretical travel time and the real travel time

Δt=真实走时-理论走时。Δt = real travel time - theoretical travel time.

本发明方法的进一步改进在于,所述步骤(5)的操作包括:A further improvement of the method of the present invention is that the operation of the step (5) includes:

在所述层析核函数K中加入构造约束正则化项得到约束后的层析方程:Add the regularization term of construction constraint to the tomographic kernel function K to obtain the constrained tomographic equation:

Figure BDA0002723792350000031
Figure BDA0002723792350000031

其中,L(s)是二范数意义下的误差函数,Δs是慢度更新量,ε是正则化参数,

Figure BDA0002723792350000032
是构造约束正则化项;D是预条件算子,如下:Among them, L(s) is the error function in the sense of the two-norm, Δs is the slowness update amount, ε is the regularization parameter,
Figure BDA0002723792350000032
is the construction constraint regularization term; D is the preconditioner, as follows:

Figure BDA0002723792350000033
Figure BDA0002723792350000033

其中,I表示单位矩阵,▽是拉普拉斯算子,T是结构张量。Among them, I represents the identity matrix, ▽ is the Laplacian operator, and T is the structure tensor.

本发明的第二个方面,提供了一种地质构造约束的近地表建模系统,所述系统包括:存储器、处理器、以及存储在所述存储器上的计算机程序,所述计算机程序被所述处理器运行时执行如下步骤:A second aspect of the present invention provides a geological structure-constrained near-surface modeling system, the system comprising: a memory, a processor, and a computer program stored on the memory, the computer program being The processor runs the following steps:

(1)输入数字构造信息或者偏移后的地震数据,准备初始的近地表速度v0,设置迭代次数N,i=0;(1) Input digital structural information or migrated seismic data, prepare the initial near-surface velocity v 0 , set the number of iterations N, i=0;

(2)对输入的数字构造信息或者偏移后的地震数据提取结构张量;(2) Extract the structure tensor from the input digital structural information or the migrated seismic data;

(3)根据当前的近地表速度进行射线追踪获得层析核函数K;(3) Perform ray tracing according to the current near-surface velocity to obtain the tomographic kernel function K;

(4)计算理论走时与真实走时的差Δt;(4) Calculate the difference Δt between the theoretical travel time and the real travel time;

(5)在所述层析核函数K中加入构造约束正则化项得到约束后的层析方程,然后求解约束后的层析方程得到慢度更新量,根据慢度更新量得到新一轮迭代的速度;(5) Add a regularization term of construction constraint to the tomographic kernel function K to obtain a constrained tomographic equation, then solve the constrained tomographic equation to obtain a slowness update amount, and obtain a new round of iterations according to the slowness update amount speed;

(6)判断i是否等于N,如果否,则i=i+1,返回第(3)步,如果是,则转入第(7)步;(6) judge whether i is equal to N, if not, then i=i+1, return to the (3) step, if so, then turn to the (7) step;

(7)输出最终速度v。(7) Output the final speed v.

本发明的第三个方面,提供了一种计算机可读存储介质,所述计算机可读存储介质存储有计算机可执行的至少一个程序,所述至少一个程序被所述计算机执行时使所述计算机执行所述的种地质构造约束的近地表建模方法中的步骤。In a third aspect of the present invention, there is provided a computer-readable storage medium, where the computer-readable storage medium stores at least one program executable by a computer, and when the at least one program is executed by the computer, causes the computer to The steps in the described geological structure-constrained near-surface modeling method are performed.

与现有技术相比,本发明的有益效果是:本发明解决了常规近地表建模方法得到的速度模型精度低、分辨率低、速度趋势与真实情况不吻合等问题难点,通过引入构造约束正则化,更加稳定高效的获得高精度高分辨率的近地表速度模型,为后续的偏移成像提供高质量的近地表速度模型。Compared with the prior art, the beneficial effects of the present invention are as follows: the present invention solves the problems of low precision, low resolution, and inconsistency between the velocity trend and the real situation of the velocity model obtained by the conventional near-surface modeling method, and introduces structural constraints by introducing structural constraints. Regularization, more stable and efficient acquisition of high-precision and high-resolution near-surface velocity models, providing high-quality near-surface velocity models for subsequent migration imaging.

本发明在地震信号处理领域具有良好的应用前景。The invention has a good application prospect in the field of seismic signal processing.

附图说明Description of drawings

图1本发明方法的步骤框图。Fig. 1 is a block diagram of the steps of the method of the present invention.

图2-1是真实速度模型;Figure 2-1 is the true speed model;

图2-2是初始模型;Figure 2-2 is the initial model;

图2-3是常规近地表建模方法计算得到的近地表速度;Figure 2-3 shows the near-surface velocity calculated by conventional near-surface modeling methods;

图2-4是本发明方法计算得到的近地表速度;Figure 2-4 is the near-surface velocity calculated by the method of the present invention;

图3是在迭代过程中稀疏系数的平均非零个数变化趋势。Figure 3 shows the trend of the average non-zero number of sparse coefficients in the iterative process.

具体实施方式Detailed ways

下面结合附图对本发明作进一步详细描述:Below in conjunction with accompanying drawing, the present invention is described in further detail:

为了解决常规近地表建模方法建模精度低、分辨率低和稳定性低,以及速度趋势与真实情况不吻合,构造刻画不准确的问题,本发明通过对地质露头、小折射等先验信息的利用(数字构造信息就是从地质露头得到的),转化成数字构造信息,在近地表建模的过程中对速度模型进行约束,从而得到高精度、符合近地表地质构造的速度模型,在后续中深层速度建模和地震数据偏移成像方面取得更好的效果。In order to solve the problems of low modeling accuracy, low resolution and low stability of conventional near-surface modeling methods, as well as velocity trends that do not match the real situation, and inaccurate structural characterization, the present invention uses prior information such as geological outcrops and small refractions. (digital structural information is obtained from geological outcrops), convert it into digital structural information, and constrain the velocity model in the process of near-surface modeling, so as to obtain a high-precision velocity model that conforms to the near-surface geological structure. Better results have been achieved in mid-deep velocity modeling and seismic data migration imaging.

本发明方法输入数字构造信息或偏移成像剖面,并对输入的数据计算结构张量提取构造特征,在近地表建模的过程中,引入构造约束正则化,提高反演的精度和稳定性,最终获得高精度的近地表速度模型。The method of the invention inputs digital structural information or migration imaging profiles, and calculates the structural tensor to extract structural features on the input data. In the process of near-surface modeling, structural constraint regularization is introduced to improve the accuracy and stability of the inversion. Finally, a high-precision near-surface velocity model is obtained.

本发明方法的实施例如下:Examples of the method of the present invention are as follows:

【实施例一】[Example 1]

如图1所示,本发明方法包括:As shown in Figure 1, the method of the present invention comprises:

(1)输入数字构造信息或者偏移后的地震数据Y,准备初始的近地表速度 v0,设置迭代次数N,i=0;(1) Input the digital structural information or the migrated seismic data Y, prepare the initial near-surface velocity v 0 , set the number of iterations N, i=0;

采用数字构造信息或者偏移后的地震数据Y中的任意一种即可,其中数字构造信息是通过观察地质露头人工刻画的构造信息,偏移后的地震数据是基于数据驱动得到的构造信息。数字构造信息、地震数据均是三维数据体。Either digital structural information or migrated seismic data Y may be used, wherein the digital structural information is the structural information manually described by observing geological outcrops, and the migrated seismic data is based on data-driven structural information. Digital structural information and seismic data are all three-dimensional data volumes.

一般情况下,初始速度是用的梯度模型,采用m x n x o的速度场,m是深度z方向,n是水平y方向,o是水平x方向,在z=0处,速度为v1,速度梯度为a,速度函数为v(x,y,z)=v1+z*a。In general, the initial velocity is the gradient model used, using the velocity field of m x n x o, m is the depth z direction, n is the horizontal y direction, o is the horizontal x direction, at z=0, the velocity is v1, and the velocity gradient is a , the velocity function is v(x, y, z)=v1+z*a.

(2)对输入的数字构造信息或者偏移后的地震数据提取结构张量;(2) Extract the structure tensor from the input digital structural information or the migrated seismic data;

提取结构张量的方法采用现有方法,在此简介如下:The method of extracting the structure tensor adopts the existing method, which is briefly introduced as follows:

对于一个三维数据体而言,其某点的结构张量T(x)可以通过一个3x3的对称正定矩阵表示:For a three-dimensional data volume, the structure tensor T(x) of a certain point can be represented by a 3x3 symmetric positive definite matrix:

Figure BDA0002723792350000061
Figure BDA0002723792350000061

其中dx、dy、dz分别为数据沿x,y,z三个方向的梯度。通过矩阵的特征值分解,上式可以表示为Among them, dx, dy, and dz are the gradients of the data along the three directions of x, y, and z, respectively. Through the eigenvalue decomposition of the matrix, the above formula can be expressed as

T(x)=λuuuTvvvTwwwT (2)T(x)=λ u uu Tv vv Tw ww T (2)

其中λu、λv和λw为分布在0到1的正实数,表示矩阵T(x)的特征值,u、v和 w是对应的特征向量。通常定义λu≥λv≥λw≥0,这种情况下,特征向量u表示梯度最大的方向,即表示垂直于构造倾角的方向。特征向量v和w分别表示平行于构造的方向,λ越大意味沿对应特征方向的平滑尺度越大。where λ u , λ v and λ w are positive real numbers distributed from 0 to 1, representing the eigenvalues of the matrix T(x), and u, v and w are the corresponding eigenvectors. Usually λ u ≥ λ v ≥ λ w ≥ 0, in this case, the eigenvector u represents the direction with the largest gradient, that is, the direction perpendicular to the structural dip. The eigenvectors v and w represent directions parallel to the structure, respectively, and a larger λ means a larger smoothing scale along the corresponding eigendirection.

(3)根据当前的近地表速度进行射线追踪获得层析核函数K;(3) Perform ray tracing according to the current near-surface velocity to obtain the tomographic kernel function K;

采用现有方法实现,在此简介如下:速度建模是不断更新迭代的过程,当前的近地表速度是vi,射线追踪就是通过当前的近地表速度,计算炮点到检波点的路径,然后根据路径信息,得到层析核函数K。The existing method is used to achieve, and the introduction is as follows: velocity modeling is a process of continuous updating and iteration, the current near-surface velocity is vi, ray tracing is to calculate the path from the shot point to the detection point through the current near-surface velocity, and then according to the current near-surface velocity Path information, get the tomographic kernel function K.

所述层析核函数K是通过射线追踪得到的射线路径,K是一个二维矩阵,其中的行数表示射线的个数,列数表示速度网格的个数,其物理意义就是射线经过每个速度网格的长度,所以能够根据射线路径计算得到K。The tomographic kernel function K is the ray path obtained by ray tracing, and K is a two-dimensional matrix, in which the number of rows represents the number of rays, and the number of columns represents the number of velocity grids. The length of the velocity grid, so K can be calculated from the ray path.

(4)计算理论走时与真实走时的差Δt;(4) Calculate the difference Δt between the theoretical travel time and the real travel time;

理论走时是根据当前速度模型计算得到的炮点到检波点的旅行时,真实走时指的是在野外观测得到的旅行时,Δt=真实走时-理论走时,即拾取走时与计算走时的差。The theoretical travel time is the travel time from the shot point to the receiver point calculated according to the current velocity model, and the real travel time refers to the travel time observed in the field.

(5)在所述层析核函数K中加入构造约束正则化项得到约束后的层析方程,然后求解约束后的层析方程得到慢度更新量,根据慢度更新量得到新一轮迭代的速度。(5) Add a regularization term of construction constraint to the tomographic kernel function K to obtain a constrained tomographic equation, then solve the constrained tomographic equation to obtain a slowness update amount, and obtain a new round of iterations according to the slowness update amount speed.

具体如下:details as follows:

引入向异性扩散方程解析解,其隐式表达式为如下的偏微分方程:The analytical solution of the anisotropic diffusion equation is introduced, and its implicit expression is the following partial differential equation:

Figure BDA0002723792350000071
Figure BDA0002723792350000071

其中f(x)是输入地震数据,g(x)是输出地震数据,α是正实数,用于控制平滑力度;T(x)是结构张量,包含了构造的走向、倾向及法向的梯度信息。where f(x) is the input seismic data, g(x) is the output seismic data, α is a positive real number, used to control the smoothing force; T(x) is the structural tensor, including the structural strike, inclination and normal gradient information.

引入有限差分近似,预条件算子D可写作:Introducing the finite difference approximation, the preconditioner D can be written as:

Figure BDA0002723792350000072
Figure BDA0002723792350000072

其中,I表示单位矩阵,

Figure BDA0002723792350000073
是拉普拉斯算子,是对称矩阵,整体表示解在沿构造梯度的一个平滑。where I represents the identity matrix,
Figure BDA0002723792350000073
is the Laplacian operator, is a symmetric matrix, the overall representation of the solution is a smoothing along the structural gradient.

常规的近地表建模公式如下:The conventional near-surface modeling formula is as follows:

Figure BDA0002723792350000074
Figure BDA0002723792350000074

其中,K是层析核函数,Δt为拾取走时与计算走时的差,本发明引入了构造约束正则化项,得到约束后的层析方程,如公式(6)所示:Among them, K is the tomographic kernel function, Δt is the difference between the pick-up travel time and the calculated travel time, the present invention introduces the regularization term of construction constraint, and obtains the constrained tomographic equation, as shown in formula (6):

Figure BDA0002723792350000075
Figure BDA0002723792350000075

其中,L(s)是二范数意义下的误差函数,Δs是需要计算的慢度更新量,ε是正则化参数,

Figure BDA0002723792350000076
是构造约束正则化项。Among them, L(s) is the error function in the sense of two norm, Δs is the slowness update amount to be calculated, ε is the regularization parameter,
Figure BDA0002723792350000076
is the construction constraint regularizer.

常规近地表建模是公式(5),在一些高陡构造的情况下,采用公式(5)的常规方法计算得到的速度模型不能较好的刻画速度模型,本发明在近地表建模的过程中,引入构造约束正则化项,引入构造信息之后,可以得到更接近真实速度的近地表速度模型。Conventional near-surface modeling is formula (5). In the case of some high and steep structures, the velocity model calculated by the conventional method of formula (5) cannot describe the velocity model well. The process of the present invention in the near-surface modeling In , a structural constraint regularization term is introduced, and after introducing structural information, a near-surface velocity model that is closer to the true velocity can be obtained.

通过求解公式(6)可以得到高精度的近地表速度模型:采用现有方法求解公式(6),例如LSCG,最小二乘共轭梯度方法求解公式(6)。L(s)是二范数意义下的误差函数,通过对L(s)求导,令导数=0,计算得到的是慢度更新量,通过当前慢度(当前速度的倒数)与慢度更新量,得到新的慢度,通过新的慢度得到新的速度。A high-precision near-surface velocity model can be obtained by solving formula (6): formula (6) is solved by using existing methods, such as LSCG, and formula (6) is solved by least squares conjugate gradient method. L(s) is the error function in the sense of the two-norm. By taking the derivative of L(s) and setting the derivative = 0, the slowness update amount is calculated by the current slowness (the reciprocal of the current speed) and the slowness Update amount, get new slowness, get new speed through new slowness.

每一次求解公式(6)得到的是慢度(即速度的倒数)更新量,根据慢度更新量能够得到新一轮迭代的速度。Each time formula (6) is solved, the update amount of slowness (that is, the reciprocal of speed) is obtained, and the speed of a new round of iteration can be obtained according to the update amount of slowness.

(6)判断i是否等于N,如果否,则i=i+1,返回第(3)步,如果是,则转入第(7)步;(6) judge whether i is equal to N, if not, then i=i+1, return to the (3) step, if so, then turn to the (7) step;

(7)输出最终速度v。(7) Output the final speed v.

本发明还提供了一种地质构造约束的近地表建模系统,所述系统的实施例如下:The present invention also provides a near-surface modeling system constrained by geological structure, and the embodiment of the system is as follows:

【实施例二】[Example 2]

所述系统包括:存储器、处理器、以及存储在所述存储器上的计算机程序,所述计算机程序被所述处理器运行时执行如下步骤:The system includes: a memory, a processor, and a computer program stored on the memory, the computer program executing the following steps when executed by the processor:

(1)输入数字构造信息或者偏移后的地震数据,准备初始的近地表速度v0,设置迭代次数N,i=0;(1) Input digital structural information or migrated seismic data, prepare the initial near-surface velocity v 0 , set the number of iterations N, i=0;

(2)对输入的数字构造信息或者偏移后的地震数据提取结构张量;(2) Extract the structure tensor from the input digital structural information or the migrated seismic data;

(3)根据当前的近地表速度进行射线追踪获得层析核函数K;(3) Perform ray tracing according to the current near-surface velocity to obtain the tomographic kernel function K;

(4)计算理论走时与真实走时的差Δt;(4) Calculate the difference Δt between the theoretical travel time and the real travel time;

(5)在所述层析核函数K中加入构造约束正则化项得到约束后的层析方程,然后求解约束后的层析方程得到慢度更新量,根据慢度更新量得到新一轮迭代的速度;(5) Add a regularization term of construction constraint to the tomographic kernel function K to obtain a constrained tomographic equation, then solve the constrained tomographic equation to obtain a slowness update amount, and obtain a new round of iterations according to the slowness update amount speed;

(6)判断i是否等于N,如果否,则i=i+1,返回第(3)步,如果是,则转入第(7)步;(6) judge whether i is equal to N, if not, then i=i+1, return to the (3) step, if so, then turn to the (7) step;

(7)输出最终速度v。(7) Output the final speed v.

所述步骤(1)中的所述数字构造信息、偏移后的地震数据均是三维数据体。The digital structural information and the migrated seismic data in the step (1) are all three-dimensional data volumes.

所述步骤(3)的操作包括:通过当前的近地表速度计算炮点到检波点的路径信息,然后根据路径信息获得层析核函数K。The operation of the step (3) includes: calculating the path information from the shot point to the detection point according to the current near-surface velocity, and then obtaining the tomographic kernel function K according to the path information.

所述步骤(3)中的所述层析核函数K是一个二维矩阵,其中的行数表示射线的个数,列数表示速度网格的个数。The tomographic kernel function K in the step (3) is a two-dimensional matrix, wherein the number of rows represents the number of rays, and the number of columns represents the number of velocity grids.

所述步骤(4)中的所述理论走时是根据当前速度模型计算得到的炮点到检波点的旅行时,所述真实走时是在野外观测得到的旅行时;The theoretical travel time in the described step (4) is the travel time from the shot point to the detection point calculated according to the current velocity model, and the real travel time is the travel time obtained by field observation;

利用下式计算获得理论走时与真实走时的差Use the following formula to calculate the difference between the theoretical travel time and the real travel time

Δt=真实走时-理论走时。Δt = real travel time - theoretical travel time.

所述步骤(5)的操作包括:The operation of the step (5) includes:

在所述层析核函数K中加入构造约束正则化项得到约束后的层析方程:Add the regularization term of construction constraint to the tomographic kernel function K to obtain the constrained tomographic equation:

Figure BDA0002723792350000091
Figure BDA0002723792350000091

其中,L(s)是二范数意义下的误差函数,Δs是慢度更新量,ε是正则化参数,

Figure BDA0002723792350000092
是构造约束正则化项;D是预条件算子,如下:Among them, L(s) is the error function in the sense of the two-norm, Δs is the slowness update amount, ε is the regularization parameter,
Figure BDA0002723792350000092
is the construction constraint regularization term; D is the preconditioner, as follows:

Figure BDA0002723792350000093
Figure BDA0002723792350000093

其中,I表示单位矩阵,

Figure BDA0002723792350000094
是拉普拉斯算子,T是结构张量。where I represents the identity matrix,
Figure BDA0002723792350000094
is the Laplace operator and T is the structure tensor.

本发明还提供了一种计算机可读存储介质,所述计算机可读存储介质的实施例如下:The present invention also provides a computer-readable storage medium. Examples of the computer-readable storage medium are as follows:

【实施例三】[Example 3]

所述计算机可读存储介质存储有计算机可执行的至少一个程序,所述至少一个程序被所述计算机执行时使所述计算机执行所述的种地质构造约束的近地表建模方法中的步骤。The computer-readable storage medium stores at least one program executable by a computer, and when executed by the computer, the at least one program causes the computer to perform the steps in the geological structure-constrained near-surface modeling method.

本发明应用的实施例如下:Examples of the application of the present invention are as follows:

【实施例四】[Example 4]

对阻尼字典学习和常规的K-SVD字典学习得到的结果进行对比,图2-1是阻尼字典学习得到的字典,图2-2是常规的K-SVD算法得到的字典,图3为在迭代过程中稀疏系数的平均非零个数变化趋势,其中实线为本发明方法,虚线为传统K-SVD算法。一方面,从图2-1和图2-2的对比中能看出,本发明改进的字典学习算法得到的字典含有较少的噪声原子,另一方面,图3的平均非零个数对比也反应改进的算法能够更加稀疏地表示地震数据,说明改进后算法能够更好的适应地震数据。Compare the results obtained by damping dictionary learning and conventional K-SVD dictionary learning. Figure 2-1 is the dictionary obtained by damping dictionary learning, Figure 2-2 is the dictionary obtained by the conventional K-SVD algorithm, and Figure 3 is the iterative dictionary. The change trend of the average non-zero number of sparse coefficients in the process, wherein the solid line is the method of the present invention, and the dotted line is the traditional K-SVD algorithm. On the one hand, it can be seen from the comparison between Fig. 2-1 and Fig. 2-2 that the dictionary obtained by the improved dictionary learning algorithm of the present invention contains fewer noise atoms. On the other hand, the average non-zero number in Fig. 3 is compared It also reflects that the improved algorithm can represent seismic data more sparsely, indicating that the improved algorithm can better adapt to seismic data.

对图2-1到2-4进行对比,可以发现在整体上基于构造约束近地表建模得到的反演结果要优于常规近地表建模;尤其是在山谷处的速度反演,明显体现出构造约束的优势,在右侧近地表附近,基于构造约束近地表建模能够很好的刻画近地表速度变化,具有较高的分辨率。在图3深度方向上抽取的曲线对比上,显示了基于构造约束近地表建模在近地表有效恢复真实速度的能力,说明了基于构造约束近地表建模算法的优势所在。Comparing Figures 2-1 to 2-4, it can be found that the inversion results obtained by near-surface modeling based on structural constraints are generally better than those obtained by conventional near-surface modeling; especially the velocity inversion at the valley, which clearly reflects In view of the advantages of tectonic constraints, near the surface on the right side, near-surface modeling based on tectonic constraints can well describe the near-surface velocity changes with high resolution. The comparison of the curves extracted in the depth direction in Figure 3 shows the ability of near-surface modeling based on structural constraints to effectively restore the true velocity near the surface, illustrating the advantages of the near-surface modeling algorithm based on structural constraints.

最后应说明的是,上述技术方案只是本发明的一种实施方式,对于本领域内的技术人员而言,在本发明公开了应用方法和原理的基础上,很容易做出各种类型的改进或变形,而不仅限于本发明上述具体实施方式所描述的方法,因此前面描述的方式只是优选的,而并不具有限制性的意义。Finally, it should be noted that the above technical solution is only an embodiment of the present invention. For those skilled in the art, on the basis of the application methods and principles disclosed in the present invention, various types of improvements can be easily made. It is not limited to the methods described in the above-mentioned specific embodiments of the present invention, so the above-described methods are only preferred and have no restrictive meaning.

Claims (10)

1. A near-surface modeling method for geological structure constraint is characterized in that: the method comprises the steps of firstly extracting construction information according to digital construction information obtained in an earlier stage or seismic data after offset, then introducing a constraint term for a target function in near-surface modeling to carry out constraint, and solving a near-surface modeling equation after constraint to obtain a high-precision near-surface velocity model.
2. The near-surface modeling method of geological structure constraints as defined in claim 1, wherein: the constraint term is a construction constraint regularization term.
3. The near-surface modeling method of geological structure constraints as defined in claim 2, wherein: the method comprises the following steps:
(1) inputting digital construction information or seismic data after deflection to prepare initial near-surface velocity v0Setting the iteration number N, i is 0;
(2) extracting a structure tensor from the input digital construction information or the seismic data after the offset;
(3) carrying out ray tracing according to the current near-surface speed to obtain a chromatography kernel function K;
(4) calculating the difference delta t between the theoretical travel time and the real travel time;
(5) adding a structural constraint regularization term into the chromatographic kernel function K to obtain a constrained chromatographic equation, solving the constrained chromatographic equation to obtain a slowness updating quantity, and obtaining the speed of a new iteration according to the slowness updating quantity;
(6) judging whether i is equal to N, if not, i is i +1, returning to the step (3), and if yes, switching to the step (7);
(7) the final velocity v is output.
4. The near-surface modeling method of geological structure constraints as defined in claim 3, wherein: and (2) the digital construction information and the seismic data after the offset in the step (1) are three-dimensional data volumes.
5. The near-surface modeling method of geological structure constraints as defined in claim 4, wherein: the operation of the step (3) comprises:
and calculating path information from the shot point to the wave detection point according to the current near-surface velocity, and then obtaining a chromatography kernel function K according to the path information.
6. The near-surface modeling method of geological structure constraints as defined in claim 5, wherein: the tomographic kernel function K in step (3) is a two-dimensional matrix, where the number of rows represents the number of rays and the number of columns represents the number of velocity grids.
7. The near-surface modeling method of geological structure constraints as defined in claim 6, wherein: the theoretical travel time in the step (4) is calculated according to a current speed model to obtain travel time from a shot point to a wave detection point, and the real travel time is observed in the field;
and calculating the difference between the theoretical travel time and the real travel time by using the following formula:
Δ t is the true travel time — the theoretical travel time.
8. The near-surface modeling method of geological structure constraints as defined in claim 7, wherein: the operation of the step (5) comprises the following steps:
adding a structural constraint regularization term into the chromatographic kernel function K to obtain a constrained chromatographic equation:
Figure FDA0002723792340000021
where L(s) is an error function in the sense of a two-norm, Δ s is the slowness update, ε is the regularization parameter,
Figure FDA0002723792340000024
is to construct a constraint regularization term; d is a preconditioner, as follows:
Figure FDA0002723792340000022
wherein, I represents an identity matrix,
Figure FDA0002723792340000023
is the laplacian operator and T is the structure tensor.
9. A near-surface modeling system of geological structure constraints, characterized by: the system comprises: a memory, a processor, and a computer program stored on the memory, the computer program when executed by the processor performing the steps of:
(1) inputting digital construction information or seismic data after deflection to prepare initial near-surface velocity v0Setting the iteration number N, i is 0;
(2) extracting a structure tensor from the input digital construction information or the seismic data after the offset;
(3) carrying out ray tracing according to the current near-surface speed to obtain a chromatography kernel function K;
(4) calculating the difference delta t between the theoretical travel time and the real travel time;
(5) adding a structural constraint regularization term into the chromatographic kernel function K to obtain a constrained chromatographic equation, solving the constrained chromatographic equation to obtain a slowness updating quantity, and obtaining the speed of a new iteration according to the slowness updating quantity;
(6) judging whether i is equal to N, if not, i is i +1, returning to the step (3), and if yes, switching to the step (7);
(7) the final velocity v is output.
10. A computer-readable storage medium characterized by: the computer-readable storage medium stores at least one program executable by a computer, the at least one program when executed by the computer causing the computer to perform the steps in the method of near-surface modeling of geological structure constraints as claimed in any of claims 1-8.
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