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CN114355451A - Well seismic calibration method based on multi-channel seismic stack - Google Patents

Well seismic calibration method based on multi-channel seismic stack Download PDF

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CN114355451A
CN114355451A CN202210015020.0A CN202210015020A CN114355451A CN 114355451 A CN114355451 A CN 114355451A CN 202210015020 A CN202210015020 A CN 202210015020A CN 114355451 A CN114355451 A CN 114355451A
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黎孟承
曹卫平
黄旭日
徐云贵
胡叶正
唐静
肖超政
姚海
王琳
莫定东
黄鑫
李偲瑶
杨冉
李萝
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Southwest Petroleum University
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Abstract

本发明公开了一种基于多道地震叠加的井震标定方法,所述方法包括:获得待标定井的时间域合成记录;利用自动翘曲算法获得一般井旁地震道与参考井旁地震道的时移量,并使用该时移量对各井旁地震道进行校正;将校正后的井旁地震道与所述参考井旁地震道进行相关系数加权叠加,形成初始复合井旁地震道;对所述初始复合井旁道进行有效信号增强处理和/或标准化处理,得到处理后复合井旁道;将所述时间域合成记录与所述处理后复合井旁道进行对比处理,实现井震标定。本发明可在地震资料信噪比较低时,显著提升井震标定结果的准确性及合理性。

Figure 202210015020

The invention discloses a well-seismic calibration method based on multi-channel seismic superposition. The method comprises: obtaining a time domain synthetic record of a well to be calibrated; time shift amount, and use the time shift amount to correct each wellside seismic trace; carry out the correlation coefficient weighted superposition of the corrected well side seismic trace and the reference well side seismic trace to form the initial composite well side seismic trace; Effective signal enhancement processing and/or standardization processing is performed on the initial composite well bypass to obtain a processed composite well bypass; the time domain synthetic record and the processed composite well bypass are compared and processed to realize well seismic calibration . The present invention can significantly improve the accuracy and rationality of well-seismic calibration results when the signal-to-noise ratio of seismic data is low.

Figure 202210015020

Description

一种基于多道地震叠加的井震标定方法A well-seismic calibration method based on multi-channel seismic stacking

技术领域technical field

本发明属于油气勘探的技术领域。The invention belongs to the technical field of oil and gas exploration.

背景技术Background technique

井震标定是连接深度域测井资料和时间域地震资料的重要手段,准确的井震标定对储层预测、油藏描述等多项关键技术的结果有着重要影响。Well-seismic calibration is an important means to connect depth-domain logging data and time-domain seismic data. Accurate well-seismic calibration has an important impact on the results of many key technologies such as reservoir prediction and reservoir characterization.

地震资料具有覆盖面积大、平面连续性好的特点,但纵向分辨率低,测井资料恰恰相反,具有较高的纵向分辨率但是不具备横向连续性,因此将两者联合实现井震标定,可有效利用两者的优势进行深入的油气勘探。Seismic data has the characteristics of large coverage area and good plane continuity, but low vertical resolution. On the contrary, logging data has high vertical resolution but no horizontal continuity. Therefore, the two are combined to achieve well-seismic calibration. The advantages of both can be effectively used for in-depth oil and gas exploration.

常规的井震标定方法的流程主要包括:通过测井资料求得地层反射系数序列并与合适的子波褶积制作合成记录,通过手动调整合成记录与井旁地震道完成对齐;当地震资料信噪比较高时,常规方法能够较好地实现标定,但当地震信噪比较低时,标定的准确性将极大地降低。The process of the conventional well-seismic calibration method mainly includes: obtaining the formation reflection coefficient sequence through the logging data and convolving it with appropriate wavelets to make a synthetic record, and manually adjusting the synthetic record to complete the alignment with the seismic trace next to the borehole; When the noise ratio is high, the conventional method can achieve better calibration, but when the seismic signal-to-noise ratio is low, the calibration accuracy will be greatly reduced.

发明内容SUMMARY OF THE INVENTION

针对现有技术的缺陷,本发明的目的在于提供一种基于多道地震叠加的井震标定方法,该方法可解决地震资料信噪比较低时,井震标定时结果不准确、标定过程困难的问题。In view of the defects of the prior art, the purpose of the present invention is to provide a well-seismic calibration method based on multi-channel seismic superposition, which can solve the problem of inaccurate well-seismic calibration results and difficult calibration process when the signal-to-noise ratio of seismic data is low. The problem.

本发明的技术方案如下:The technical scheme of the present invention is as follows:

一种基于多道地震叠加的井震标定方法,其包括:A well-seismic calibration method based on multi-channel seismic stacking, comprising:

基于测井资料,获得待标定井的时间域合成记录;Based on the logging data, obtain the time domain synthetic record of the well to be calibrated;

基于地震资料,根据测井位置选取参考井旁地震道,利用自动翘曲算法获得其余井旁地震道与所述参考井旁地震道的时移量;根据所得时移量对各井旁地震道进行校正,获得校正后井旁地震道;Based on the seismic data, the reference well-side seismic trace is selected according to the logging position, and the time shift between the remaining well-side seismic traces and the reference well-side seismic trace is obtained by using the automatic warping algorithm; Correction is performed to obtain the seismic traces beside the well after correction;

将所述校正后井旁地震道与所述参考井旁地震道进行相关系数加权叠加,形成初始复合井旁地震道;Carrying out the correlation coefficient weighted stacking of the corrected wellside seismic trace and the reference well side seismic trace to form an initial composite well side seismic trace;

对所述初始复合井旁道进行有效信号增强处理和/或标准化处理,得到处理后复合井旁道;Performing effective signal enhancement processing and/or standardization processing on the initial composite well bypass to obtain a processed composite well bypass;

将所述时间域合成记录与所述处理后复合井旁道进行对比处理,实现井震标定。The time domain synthetic record is compared with the processed composite well side channel to realize well seismic calibration.

根据本发明的一些优选实施方式,所述时间域合成记录的获得包括:According to some preferred embodiments of the present invention, the obtaining of the time domain synthetic record includes:

通过待标定井的单井声波时差测井曲线与密度测井曲线得到其深度域反射系数序列;The depth domain reflection coefficient sequence is obtained from the single well sonic time difference log curve and density log curve of the well to be calibrated;

将所述深度域反射系数序列转换至时间域,获得其时间域反射系数序列;Converting the depth domain reflection coefficient sequence to the time domain to obtain its time domain reflection coefficient sequence;

将所述时间域反射系数序列与地震子波序列进行褶积运算,获得待标定井的时间域合成记录序列。The time domain reflection coefficient sequence and the seismic wavelet sequence are convolved to obtain the time domain synthetic record sequence of the well to be calibrated.

根据本发明的一些优选实施方式,所述深度域反射系数序列通过下式得到:According to some preferred embodiments of the present invention, the depth domain reflection coefficient sequence is obtained by the following formula:

Ref(i)=Vel(i)*Den(i)Ref(i)=Vel(i)*Den(i)

其中,Ref(i)表示所述深度域反射系数序列,Vel(i)表示由声波时差测井曲线计算所得的速度序列,Den(i)表示测井密度曲线,i表示深度域采样点。Among them, Ref(i) represents the depth domain reflection coefficient sequence, Vel(i) represents the velocity sequence calculated from the sonic time difference logging curve, Den(i) represents the logging density curve, and i represents the depth domain sampling point.

所述待标定井的时间域合成记录序列通过下式得到:The time domain synthetic record sequence of the well to be calibrated is obtained by the following formula:

S(t)=Ref(t)*ω(t)S(t)=Ref(t)*ω(t)

其中,S(t)表示所述合成记录序列,ω(t)表示地震子波序列,Ref(t)表示所述时间域反射系数序列,*表示褶积运算,t表示时间域的采样点。Wherein, S(t) represents the synthetic recording sequence, ω(t) represents the seismic wavelet sequence, Ref(t) represents the reflection coefficient sequence in the time domain, * represents the convolution operation, and t represents the sampling point in the time domain.

根据本发明的一些优选实施方式,所述时移量的获得包括:According to some preferred embodiments of the present invention, obtaining the time shift amount includes:

在获得的井旁地震道序列中选定参考井地震旁道序列,并设定一时窗,在地震测线方向上抽取时窗范围内的井旁地震道序列作为基础井旁地震道序列;In the obtained wellbore seismic trace sequence, select the reference well seismic trace sequence, and set a time window, and extract the wellbore seismic trace sequence within the time window range in the direction of the seismic line as the basic wellbore seismic trace sequence;

建立所述参考井地震旁道序列与含有移动变量的所述基础井旁地震道序列的幅差矩阵的计算模型;establishing a calculation model of the amplitude matrix of the reference well seismic side channel sequence and the base well side seismic trace sequence containing moving variables;

利用滑动时窗的时间序列规整,在最大井旁地震道长度及所述移动变量的总移动宽度范围内,对所述幅差矩阵进行最优化累计,获得累计幅差矩阵;Using the time series regularization of the sliding time window, within the range of the maximum seismic trace length beside the well and the total moving width of the moving variable, the amplitude matrix is optimized and accumulated, and the accumulated amplitude matrix is obtained;

通过回归算法对所述累计幅差矩阵进行计算,并进一步通过回溯算法获得所述时移量的序列。The cumulative amplitude matrix is calculated by a regression algorithm, and the sequence of the time shifts is further obtained by a backtracking algorithm.

根据本发明的一些优选实施方式,所述幅差矩阵ei的计算模型如下:According to some preferred embodiments of the present invention, the calculation model of the amplitude matrix e i is as follows:

ei(t,j)=|T0(t)-Ti(t+j)|2e i (t, j)=|T 0 (t)-T i (t+j)| 2 ,

j=[-J,J],t=[0,M-1],j=[-J, J], t=[0, M-1],

Figure BDA0003460097920000031
Figure BDA0003460097920000031

其中,ei(t,j)表示时间序数为t时、时间移动量为j时、由所述参考井旁地震道序列T0(t)与t+i时间范围内第i个井旁地震道Ti(t+j)计算的幅差矩阵元素,j表示所述时间移动变量,其取值范围参数J可根据实际地震资料、地下介质情况选定,i表示第i道井旁地震道,L表示井旁地震道数量时窗,M表示时间序列采样点总数量;Among them, e i (t, j) indicates that when the time series number is t and the time shift amount is j, the reference seismic trace sequence T 0 (t) and the i-th wellbore seismic trace within the time range of t+i are obtained. The amplitude matrix element calculated by trace T i (t+j), j represents the time moving variable, its value range parameter J can be selected according to the actual seismic data and underground medium conditions, i represents the seismic trace next to the i-th well , L represents the time window of the number of seismic traces next to the well, and M represents the total number of sampling points in the time series;

所述累计幅差矩阵Ei建立如下:The cumulative amplitude matrix E i is established as follows:

Ei(0,j)=ei(0,j)E i (0, j) = e i (0, j)

Figure BDA0003460097920000032
Figure BDA0003460097920000032

其中,Ei(0,j)表示时间序数为0时、时间移动量为j时的累计幅差矩阵元素,Ei(t,j)表示时间为t、移动变量为j的累计幅差矩阵元素,则Ei(t-1,j-1)表示时间序数为t-1、移动变量为j-1的累计幅差矩阵元素,Ei(t-1,j)表示时间序数为t-1、移动变量为j的累计幅差矩阵元素,Ei(t-1,j+1)表示时间序数为t-1、移动变量为j+1的累计幅差矩阵元素,ei(0,j)表示时间序数为0时、由参考井旁地震道的0时采样点T0(0)与Ti(j)计算的幅差矩阵元素;Among them, E i (0, j) represents the cumulative amplitude matrix element when the time sequence number is 0 and the time shift amount is j, and E i (t, j) represents the cumulative amplitude matrix with time t and shift variable j element, then E i (t-1, j-1) represents the cumulative amplitude matrix element whose time series is t-1 and the moving variable is j-1, and E i (t-1, j) indicates that the time series is t- 1. The cumulative amplitude matrix element with the moving variable j, E i (t-1, j+1) represents the cumulative amplitude matrix element with the time series number t-1 and the moving variable j+1, e i (0, j) represents the amplitude matrix element calculated from the sampling points T 0 (0) and T i (j) of the reference well-side seismic trace at 0 time when the time series number is 0;

所述时移量的序列pi(t)建立如下:The sequence p i (t) of the time-shifted quantities is established as follows:

当t=M-1时:When t=M-1:

pi(t)=pi(M-1)p i (t) = p i (M-1)

=argmin{Ei(M-1,-J),Ei(M-1,-J+1),……,Ei(M=argmin{E i (M-1, -J), E i (M-1, -J+1), ..., E i (M

-1,0),……,Ei(M-1,J-1),Ei(M-1,J)}-1, 0), ..., E i (M-1, J-1), E i (M-1, J)}

当t=0,1.2,......,M-2时:When t=0, 1.2, ..., M-2:

Figure BDA0003460097920000033
Figure BDA0003460097920000033

其中,M=max(t)表示所述最大井旁地震道长度,N=2J+1表示所述总移动宽度。Wherein, M=max(t) represents the maximum length of the seismic trace next to the well, and N=2J+1 represents the total moving width.

根据本发明的一些优选实施方式,所述根据所得时移量对各井旁地震道进行的校正通过以下校正模型实现:According to some preferred embodiments of the present invention, the correction performed on each well-side seismic trace according to the obtained time shift is realized by the following correction model:

NewTi(t)=Ti(t+pi(t))NewT i (t)=T i (t+ pi (t))

其中,NewTi(t)表示经过校正后的第i个井旁地震道,Ti(t)表示校正前的第i个井旁地震道,t表示采样点在时间域上的序数,pi(t)表示所述时移量的序列。Among them, NewT i (t) represents the i-th well-side seismic trace after correction, T i (t) represents the i-th well-side seismic trace before correction, t represents the ordinal number of the sampling point in the time domain, p i (t) represents the sequence of the time shift amounts.

根据本发明的一些优选实施方式,所述初始复合井旁地震道的获得包括:According to some preferred embodiments of the present invention, the obtaining of the initial composite well-side seismic trace includes:

计算所述校正后井旁地震道与所述参考井旁地震道各采样点相关系数;calculating the correlation coefficient of each sampling point between the corrected well-side seismic trace and the reference well-side seismic trace;

将所述各采样点相关系数进行加权叠加,得到初始叠加井旁地震道;weighted superposition of the correlation coefficients of the sampling points to obtain initial superimposed wellbore seismic traces;

对所述初始叠加井旁地震道进行相对归一化,获得所述初始复合井旁地震道。Relative normalization is performed on the initial superimposed wellbore seismic traces to obtain the initial composite wellbore seismic traces.

根据本发明的一些优选实施方式,所述各采样点相关系数通过下式得到:According to some preferred embodiments of the present invention, the correlation coefficient of each sampling point is obtained by the following formula:

Figure BDA0003460097920000041
Figure BDA0003460097920000041

Figure BDA0003460097920000042
Figure BDA0003460097920000042

Figure BDA0003460097920000043
Figure BDA0003460097920000043

其中,N表示地震道中采样点数,mT0为对参考井旁地震道T0(t)的每一个点求和取平均,mTi为对校正后井旁地震道NewTi(t)的每一个点求和后再取平均,Ci表示校正后井旁地震道NewTi(t)与参考井旁地震道T0(t)的相关系数。Among them, N represents the number of sampling points in the seismic trace, mT 0 is the sum and average of each point in the seismic trace T 0 (t) next to the reference well, and mT i is the correction of each point in the seismic trace NewT i (t) beside the well after correction. The points are summed and then averaged, and C i represents the correlation coefficient between the corrected well-side seismic trace NewT i (t) and the reference well-side seismic trace T 0 (t).

所述加权叠加通过以下计算模型实现:The weighted superposition is achieved by the following calculation model:

Figure BDA0003460097920000044
Figure BDA0003460097920000044

其中,MT(t)表示所述初始叠加井旁地震道,L表示时窗宽度。Wherein, MT(t) represents the initial superimposed well-side seismic trace, and L represents the time window width.

所述相对归一化通过以下计算模型实现:The relative normalization is achieved by the following computational model:

Figure BDA0003460097920000045
Figure BDA0003460097920000045

其中,NT(t)表示所述初始复合井旁地震道。Wherein, NT(t) represents the initial composite well-side seismic trace.

根据本发明的一些优选实施方式,所述处理后复合井旁道的获得包括:According to some preferred embodiments of the present invention, the obtaining of the composite well bypass after the treatment includes:

设置判定阈值,将所述初始复合井旁地震道中各采样点的有效信号参数与该判定阈值进行对比,当所述有效信号参数大于或等于所述判定阈值时,将其对应的初始复合井旁地震道中的采样点进行增强,当所述有效信号参数小于所述判定阈值时,将其对应的初始复合井旁地震道中的采样点进行削弱,得到经阈值判定后的复合井旁地震道序列;Set a judgment threshold, compare the effective signal parameters of each sampling point in the initial composite well-side seismic trace with the judgment threshold, and when the effective signal parameter is greater than or equal to the judgment threshold, the corresponding initial composite well-side The sampling points in the seismic trace are enhanced, and when the effective signal parameter is less than the determination threshold, the corresponding sampling points in the initial composite well-side seismic trace are weakened to obtain a composite well-side seismic trace sequence determined by the threshold;

对所述经过阈值判定后的复合井旁地震道序列进行标准归一化,得到所述处理后复合井旁道的序列。Standard normalization is performed on the composite well side seismic trace sequence after the threshold determination, to obtain the processed composite well side trace sequence.

根据本发明的一些优选实施方式,所述经阈值判定后的复合井旁地震道序列通过以下判定模型获得:According to some preferred embodiments of the present invention, the composite wellbore seismic trace sequence determined by the threshold is obtained by the following determination model:

Figure BDA0003460097920000051
时,Y(tk)=3×NT(tk),when
Figure BDA0003460097920000051
, Y(t k )=3×NT(t k ),

Figure BDA0003460097920000052
时,
Figure BDA0003460097920000053
when
Figure BDA0003460097920000052
hour,
Figure BDA0003460097920000053

其中,NT(tk)为时间t=k时NT(t)的一个采样点,T0(tk)为当时间t=k时T0(t)的一个采样点,NT(t)表示所述初始复合井旁地震道,T0(t)表示其对应的参考井旁地震道,Y(t)表示所述经阈值判定后的复合井旁地震道,a表示所述判定阈值。Among them, NT(t k ) is a sampling point of NT(t) at time t=k, T 0 (t k ) is a sampling point of T 0 (t) at time t=k, and NT(t) represents For the initial composite wellbore trace, T 0 (t) represents its corresponding reference wellbore trace, Y(t) represents the threshold-judged composite wellbore trace, and a represents the judgment threshold.

所述标准归一化通过以下归一化模型实现:The standard normalization is achieved by the following normalization model:

Figure BDA0003460097920000054
Figure BDA0003460097920000054

其中,NY(t)表示所述处理后复合井旁道,max(Y(t))表示Y(t)中的最大值,min(Y(t))表示Y(t)中的最小值,N表示地震道中采样点数,Wherein, NY(t) represents the side channel of the composite well after the treatment, max(Y(t)) represents the maximum value in Y(t), min(Y(t)) represents the minimum value in Y(t), N represents the number of sampling points in the seismic trace,

本发明利用自动翘曲算法以参考井旁地震道为标准对其余井旁地震道校正,求取校正后的多道地震与参考道互相关系数,实现了多道地震的相关系数加权叠加,在地震资料信噪比较低时,可显著提升井震标定结果的准确性及合理性,在结合进一步的后续有效信号增强、噪声削弱处理等优选实施方式后,可形成标定准确性极佳的复合井旁地震道信息。The present invention uses the automatic warping algorithm to correct the remaining seismic traces by using the reference seismic trace as the standard, obtains the cross-correlation coefficient between the corrected multi-trace seismic and the reference trace, and realizes the weighted superposition of the correlation coefficient of the multi-trace seismic. When the signal-to-noise ratio of seismic data is low, the accuracy and rationality of the well-seismic calibration results can be significantly improved. Combined with further subsequent effective signal enhancement, noise reduction processing and other preferred implementations, a compound with excellent calibration accuracy can be formed. Seismic trace information next to the well.

附图说明Description of drawings

图1为具体实施方式中所述本发明流程框图。FIG. 1 is a flow chart of the present invention described in the specific embodiment.

图2为实施例1所得待校正井旁地震道之一与参考井旁地震道建立的幅差矩阵e;Fig. 2 is the amplitude matrix e that one of the seismic traces beside the well to be corrected and the seismic trace beside the reference well established in Example 1;

图3为实施例1所得待校正井旁地震道之一与参考井旁地震道建立的累计幅差矩阵E及路径回溯所寻找的序列p;Fig. 3 is the cumulative amplitude matrix E established by one of the seismic traces to be corrected and the reference seismic traces beside the well and the sequence p sought by the path backtracking obtained in Example 1;

图4为实施例1所得复合井旁地震道与合成记录标定结果图。FIG. 4 is a graph showing the calibration results of composite well-side seismic traces and synthetic records obtained in Example 1. FIG.

具体实施方式Detailed ways

以下结合实施例和附图对本发明进行详细描述,但需要理解的是,所述实施例和附图仅用于对本发明进行示例性的描述,而并不能对本发明的保护范围构成任何限制。所有包含在本发明的发明宗旨范围内的合理的变换和组合均落入本发明的保护范围。The present invention will be described in detail below with reference to the embodiments and drawings, but it should be understood that the embodiments and drawings are only used to describe the present invention by way of example, but do not limit the protection scope of the present invention. All reasonable transformations and combinations included within the scope of the inventive concept of the present invention fall into the protection scope of the present invention.

根据本发明的技术方案,一些具体的基于多道地震叠加的井震标定方法,包括:According to the technical solution of the present invention, some specific well-seismic calibration methods based on multi-channel seismic stacking include:

S1:针对待标定的井,利用经过预处理的声波时差测井曲线与密度测井曲线得到反射系数序列,将反射系数序列与子波做褶积,形成该井的时间域合成记录。S1: For the well to be calibrated, use the preprocessed sonic transit log curve and density log curve to obtain the reflection coefficient sequence, and convolve the reflection coefficient sequence with the wavelet to form the time domain synthetic record of the well.

更进一步的,S1可包括:Further, S1 may include:

S11:对待标定的井进行测井资料预处理,利用单井的声波时差测井曲线与密度测井曲线计算得到其深度域反射系数序列,如下:S11: Preprocess the logging data of the well to be calibrated, and calculate the depth domain reflection coefficient sequence by using the single-well sonic time difference logging curve and density logging curve, as follows:

Ref(i)=Vel(i)*Den(i)Ref(i)=Vel(i)*Den(i)

其中,Ref(i)表示深度域反射系数序列,Vel(i)表示由声波时差测井曲线计算所得的速度序列,Den(i)表示测井密度曲线,i表示深度域采样点。Among them, Ref(i) represents the reflection coefficient sequence in the depth domain, Vel(i) represents the velocity sequence calculated from the sonic travel log curve, Den(i) represents the log density curve, and i represents the sampling point in the depth domain.

S12:将深度域反射系数序列转换到时间域,选择合适的地震子波与时间序列褶积,形成该井的时间域合成记录序列,如下:S12: Convert the depth domain reflection coefficient sequence to the time domain, select the appropriate seismic wavelet and convolve the time series, and form the time domain synthetic record sequence of the well, as follows:

S(t)=Ref(t)*ω(t)S(t)=Ref(t)*ω(t)

其中,S(t)表示合成记录序列,ω(t)表示地震子波序列,Ref(t)表示时间域反射系数序列,*表示褶积运算,t表示时间域的采样点。Among them, S(t) represents the synthetic recording sequence, ω(t) represents the seismic wavelet sequence, Ref(t) represents the reflection coefficient sequence in the time domain, * represents the convolution operation, and t represents the sampling point in the time domain.

S2:抽取测井附近多道井旁地震道,将离井距离最近的井旁地震道作为参考井旁道,利用时间序列自动翘曲算法计算其余井旁地震道与参考井的各自的时移量,并用该时移量实行校正,然后将校正后的各井旁地震道按照相关系数进行加权叠加,形成初始复合井旁地震道。S2: Extract multiple well-side seismic traces near the well logging, take the well-side seismic trace closest to the well as the reference well-side trace, and use the time series automatic warping algorithm to calculate the respective time shifts of the remaining well-side seismic traces and the reference well Then, the corrected seismic traces around the well are weighted and superimposed according to the correlation coefficient to form the initial composite seismic traces next to the well.

更进一步的,S2可包括:Further, S2 may include:

S21:根据测井位置选定离井点位置最近的地震道作为参考井旁地震道,记作T0(t)。给定井旁地震道数量时窗L,以该地震测线方向抽取参考井旁地震道前后各

Figure BDA0003460097920000071
道井旁地震道,记作Ti(t),其中S21: According to the logging position, select the seismic trace closest to the well point position as the reference seismic trace next to the well, denoted as T 0 (t). Given the time window L of the number of seismic traces beside the well, extract the seismic traces before and after the reference well in the direction of the seismic line.
Figure BDA0003460097920000071
Seismic traces beside the well, denoted as T i (t), where

Figure BDA0003460097920000072
Figure BDA0003460097920000072

S22:通过参考井旁地震道T0(t)与Ti(t)建立幅差矩阵ei,ei矩阵中的每一个元素计算公式如下:S22: The amplitude matrix e i is established by referring to the seismic traces T 0 (t) and T i (t) beside the wellbore. The calculation formula of each element in the e i matrix is as follows:

ei(t,j)=|T0(t)-Ti(t+j)|2 e i (t, j)=|T 0 (t)-T i (t+j)| 2

其中t为时间序列采样点,t=0,1,2......,M-1;j表示时间移动量,j=-J,-J+1,......,J-1,J,则2J+1为时间时窗,J根据实际地震资料、地下介质情况给定;Ti(t+j)表示时间为t+j时,第i道井旁地震道幅度值;ei表示N行M列的幅差矩阵,N=2J+1;ei(t,j)表示时间为t时、时间移动量为j、由参考井旁地震道T0(t)与Ti(t+j)计算的幅差矩阵元素,其可由两个变量t、j依次遍历循环,最终得到。Where t is the sampling point of the time series, t=0, 1, 2..., M-1; j is the amount of time shift, j=-J, -J+1,..., J -1, J, then 2J+1 is the time window, J is given according to the actual seismic data and the conditions of the underground medium; T i (t+j) represents the amplitude value of the seismic trace next to the i-th well when the time is t+j ; e i represents the amplitude matrix of N rows and M columns, N=2J+1; e i (t, j) represents when the time is t, the time shift amount is j, and the reference well-side seismic trace T 0 (t) and The amplitude matrix element calculated by T i (t+j) can be obtained by traversing the loop in turn with two variables t and j.

S23:利用滑动时窗的时间序列规整实现对幅差矩阵ei的最优化累计,建立累计幅差矩阵Ei,Ei矩阵中的每一个元素计算公式如下:S23: Use the time series regularization of the sliding time window to realize the optimal accumulation of the amplitude matrix e i , and establish the cumulative amplitude matrix E i , and the calculation formula of each element in the E i matrix is as follows:

Ei(0,j)=ei(0,j)E i (0, j) = e i (0, j)

Figure BDA0003460097920000073
Figure BDA0003460097920000073

其中,Ei(0,j)表示时间为0,时间移动量为j时的累计幅差矩阵元素,Ei(t,j)表示时间为t、移动量为j的累计幅差矩阵元素,ei(0,j)表示时间为0时、由参考井旁地震道的0时取样点T0(0)与Ti(j)计算的幅差矩阵元素。Among them, E i (0, j) represents the cumulative amplitude matrix element when the time is 0 and the time movement amount is j, E i (t, j) represents the cumulative amplitude matrix element when the time is t and the movement amount is j, e i (0, j) represents the amplitude matrix elements calculated from the sampling points T 0 (0) and T i (j) at time 0 of the reference well-side seismic trace at time 0.

S24:设由S23建立的累计幅差矩阵Ei大小为N×M,其中:M=max(t),代表井旁道地震长度,N=2J+1,代表总移动量大小,利用回归算法对累计幅差矩阵Ei进行计算,并通过回溯算法寻找时移量序列,如下:S24: Let the size of the cumulative amplitude matrix E i established by S23 be N×M, where: M=max(t), representing the seismic length of the side-hole channel, N=2J+1, representing the size of the total movement, using the regression algorithm Calculate the cumulative amplitude matrix E i , and find the time shift sequence through the backtracking algorithm, as follows:

pi(t)={pi(0),pi(1),……,pi(M-1)},如下: pi (t) = {pi (0), pi (1), ..., pi (M-1) } , as follows:

当t=M-1时:When t=M-1:

pi(t)=pi(M-1)p i (t) = p i (M-1)

=argmin{E(M-1,-J),E(M-1,-J+1),……,E(M =argmin{E(M-1,-J),E(M-1,-J+1),...,E(M

-1,0),……,E(M-1,J-1),E(M-1,J)} -1, 0), ..., E(M-1, J-1), E(M-1, J)}

当t=0,1,2,......,M-2时:When t=0, 1, 2, ..., M-2:

Figure BDA0003460097920000081
Figure BDA0003460097920000081

其中pi(t)表示第i道井旁地震道中每个时间采样点的校正时移量。where p i (t) represents the corrected time shift of each time sampling point in the seismic trace next to the i-th well.

S25:将序列pi(t)中时移量施加至待校正井旁地震道中,得到校正后井旁地震道NewTi(t)如下:S25: Apply the time-shift amount in the sequence p i (t) to the wellbore seismic trace to be corrected, and obtain the corrected well side seismic trace NewT i (t) as follows:

NewTi(t)=Ti(t+pi(t))。NewT i (t)=T i (t+ pi (t)).

其中t为时间序列采样点,t=0,1,2......,M-1。Where t is the time series sampling point, t=0, 1, 2..., M-1.

S3:对初始复合井旁地震道进行有效信号增强、噪声信号削弱处理和标准化,利用复合井旁地震道与合成记录对比,通过对合成记录的拉伸压缩,实现单井的标定。S3: Perform effective signal enhancement, noise signal weakening and standardization on the initial composite wellside seismic trace, compare the composite well side seismic trace with the synthetic record, and realize the calibration of a single well by stretching and compressing the synthetic record.

更进一步的,S3可包括:Further, S3 may include:

S31:计算校正后的井旁地震道NewTi(t)与参考井旁地震道T0(t)的相关系数,如下:S31: Calculate the correlation coefficient between the corrected well-side seismic trace NewT i (t) and the reference well-side seismic trace T 0 (t), as follows:

Figure BDA0003460097920000082
Figure BDA0003460097920000082

Figure BDA0003460097920000083
Figure BDA0003460097920000083

Figure BDA0003460097920000084
Figure BDA0003460097920000084

其中,i为井旁地震道序号,Among them, i is the serial number of the seismic trace beside the well,

Figure BDA0003460097920000085
N为地震道中采样点数,mT0为对参考井旁地震道T0(t)的每一个点求和取平均,mTi为对校正后井旁地震道NewTi(t)的每一个点求和后再取平均,Ci为校正后井旁地震道NewTi(t)与参考井旁地震道T0(t)的相关系数。
Figure BDA0003460097920000085
N is the number of sampling points in the seismic trace, mT 0 is the sum and average of each point of the seismic trace T 0 (t) beside the reference well, mT i is the calculation of each point of the seismic trace NewT i (t) beside the well after correction The sum is then averaged, and C i is the correlation coefficient between the corrected well-side seismic trace NewT i (t) and the reference well-side seismic trace T 0 (t).

S32:将校正后的井旁地震道NewTi(t)与参考井旁地震道T0(t)按照相关系数进行加权叠加:S32: Perform weighted stacking of the corrected well-side seismic trace NewT i (t) and the reference well-side seismic trace T 0 (t) according to the correlation coefficient:

Figure BDA0003460097920000091
Figure BDA0003460097920000091

其中,MT(t)为多道叠加后形成的复合井旁地震道。Among them, MT(t) is the composite seismic trace next to the well formed by the superposition of multiple traces.

S33:对多道叠加后形成的复合井旁地震道MT(t)进行相对归一化,如下:S33: Perform relative normalization on the composite well-side seismic trace MT(t) formed after multi-trace stacking, as follows:

Figure BDA0003460097920000092
Figure BDA0003460097920000092

其中,NT(t)为多道叠加后形成的复合井旁地震道。Among them, NT(t) is the composite seismic trace next to the well formed by the superposition of multiple traces.

S34:对归一化后的复合井旁地震道NT(t)进行识别,通过阈值判定多道叠加后形成的复合地震道是否增强了有效信号,削弱了噪声信号;给定阈值a,依次判断NT(t)中每一个采样点和与之对应的T0(t)的大小,如果

Figure BDA0003460097920000093
则Y(tk)=3×NT(tk),如果
Figure BDA0003460097920000094
Figure BDA0003460097920000095
S34: Identify the normalized composite well-side seismic trace NT(t), and determine whether the composite seismic trace formed by stacking multiple traces enhances the effective signal and weakens the noise signal through the threshold; The size of each sampling point in NT(t) and its corresponding T 0 (t), if
Figure BDA0003460097920000093
Then Y(t k )=3×NT(t k ), if
Figure BDA0003460097920000094
but
Figure BDA0003460097920000095

其中,NT(tk)为时间t=k时NT(t)的一个采样点;T0(tk)为当时间t=k时T0(t)的一个采样点;Y(t)表示经阈值判定后的形成的复合井旁地震道。Among them, NT(t k ) is a sampling point of NT(t) at time t=k; T 0 (t k ) is a sampling point of T 0 (t) at time t=k; Y(t) represents The composite well-side seismic trace formed after threshold determination.

S35:对经过阈值判定后的复合井旁地震道Y(t)进行标准归一化,如下:S35: Standardize the composite well-side seismic trace Y(t) after threshold determination, as follows:

Figure BDA0003460097920000096
Figure BDA0003460097920000096

其中,NY(t)为经过阈值判定后标准归一化后的复合井旁地震道,max(Y(t))为Y(t)中的最大值,min(Y(t))为Y(t)中的最小值。Among them, NY(t) is the standard normalized composite well-side seismic trace after threshold judgment, max(Y(t)) is the maximum value in Y(t), and min(Y(t)) is Y( the smallest value in t).

S36:利用标准归一化后的复合井旁地震道NY(t)与测井合成记录对比,通过对合成记录的拉伸压缩,实现单井的标定。S36: Comparing the composite well-side seismic trace NY(t) after standard normalization with the logging synthetic record, and realizing the calibration of a single well by stretching and compressing the synthetic record.

实施例1Example 1

根据以上具体实施方式,以测试模型为例,进行基于多道地震叠加的井震标定,包括:According to the above specific embodiments, taking the test model as an example, the well-seismic calibration based on multi-channel seismic stacking is performed, including:

第一步,利用测井资料,完成合成记录制作;根据井点位置选定参考井旁道,取时窗L=10,也即是提取左右各5道待校正井旁地震道。The first step is to use the logging data to complete the synthetic record production; select the reference well side channel according to the well point position, and take the time window L=10, that is, extract the 5 left and right side well seismic traces to be corrected.

第二步,利用参考井A的井旁道地震道,通过专家经验给出移动量时窗J的值,当i=-5时建立参考井旁地震道T0(t)与待校正井旁道T-5(t)的幅差矩阵e-5,如图2所示,利用滑动时窗的时间序列规整实现对幅差矩阵e-5的最优化累计,建立累计幅差矩阵E-5,并通过路径回溯得到序列p-5(t),如图3所示。In the second step, using the seismic trace of the reference well A, the value of the time window J of the movement amount is given by expert experience, and when i=-5, the reference seismic trace T 0 ( t ) and the side of the well to be corrected are established. The amplitude matrix e -5 of track T -5 (t), as shown in Figure 2, uses the time series regularization of the sliding time window to realize the optimal accumulation of the amplitude matrix e -5 , and establishes the cumulative amplitude matrix E -5 , and get the sequence p -5 (t) through path backtracking, as shown in Figure 3.

第三步,利用序列p-5(t)对T-5(t)进行校正,并重复第二步骤完成i=-4,-3....-1,1.....,5剩余9道井旁地震道的校正,并进行S26中的叠加,得到初始复合井旁地震道MT(t)。In the third step, use the sequence p -5 (t) to correct T -5 (t), and repeat the second step to complete i=-4, -3....-1,1...,5 The correction of the remaining 9 well-side seismic traces is performed, and the superposition in S26 is performed to obtain the initial composite well-side seismic trace MT(t).

第四步,对初始复合井旁地震道MT(t)实施S31至S35中的步骤,得到标准归一化后的复合井旁地震道NY(t)。In the fourth step, the steps in S31 to S35 are performed on the initial composite well-side seismic trace MT(t) to obtain a standard normalized composite well-side seismic trace NY(t).

第五步,利用复合井旁地震道NY(t)完成与合成记录的标定,如图4所示。The fifth step is to use the composite well-side seismic trace NY(t) to complete the calibration with the synthetic record, as shown in Figure 4.

以上实施例仅是本发明的优选实施方式,本发明的保护范围并不仅局限于上述实施例。凡属于本发明思路下的技术方案均属于本发明的保护范围。应该指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下的改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention is not limited to the above embodiments. All the technical solutions under the idea of the present invention belong to the protection scope of the present invention. It should be pointed out that for those skilled in the art, improvements and modifications without departing from the principles of the present invention should also be regarded as the protection scope of the present invention.

Claims (10)

1.一种基于多道地震叠加的井震标定方法,其特征在于,其包括:1. a well-seismic calibration method based on multi-channel seismic superposition, is characterized in that, it comprises: 基于测井资料,获得待标定井的时间域合成记录;Based on the logging data, obtain the time domain synthetic record of the well to be calibrated; 基于地震资料,根据测井位置选取参考井旁地震道,利用自动翘曲算法获得其余井旁地震道与所述参考井旁地震道的时移量;根据所得时移量对各井旁地震道进行校正,获得校正后井旁地震道;Based on the seismic data, the reference well-side seismic trace is selected according to the logging position, and the time shift between the remaining well-side seismic traces and the reference well-side seismic trace is obtained by using the automatic warping algorithm; Correction is performed to obtain the seismic traces beside the well after correction; 将所述校正后井旁地震道与所述参考井旁地震道进行相关系数加权叠加,形成初始复合井旁地震道;Carrying out the correlation coefficient weighted stacking of the corrected wellside seismic trace and the reference well side seismic trace to form an initial composite well side seismic trace; 对所述初始复合井旁道进行有效信号增强处理和/或标准化处理,得到处理后复合井旁道;Performing effective signal enhancement processing and/or standardization processing on the initial composite well bypass to obtain a processed composite well bypass; 将所述时间域合成记录与所述处理后复合井旁道进行对比处理,实现井震标定。The time domain synthetic record is compared with the processed composite well side channel to realize well seismic calibration. 2.根据权利要求1所述的井震标定方法,其特征在于,所述时间域合成记录的获得包括:2. The well-seismic calibration method according to claim 1, wherein the obtaining of the time domain synthetic record comprises: 通过待标定井的单井声波时差测井曲线与密度测井曲线得到其深度域反射系数序列;The depth domain reflection coefficient sequence is obtained from the single well sonic time difference log curve and density log curve of the well to be calibrated; 将所述深度域反射系数序列转换至时间域,获得其时间域反射系数序列;Converting the depth domain reflection coefficient sequence to the time domain to obtain its time domain reflection coefficient sequence; 将所述时间域反射系数序列与地震子波序列进行褶积运算,获得待标定井的时间域合成记录序列。The time domain reflection coefficient sequence and the seismic wavelet sequence are convolved to obtain the time domain synthetic record sequence of the well to be calibrated. 3.根据权利要求2所述的井震标定方法,其特征在于,其中,所述深度域反射系数序列通过下式得到:3. The well-seismic calibration method according to claim 2, wherein, the depth domain reflection coefficient sequence is obtained by the following formula: Ref(i)=Vel(i)*Den(i)Ref(i)=Vel(i)*Den(i) 其中,Ref(i)表示所述深度域反射系数序列,Vel(i)表示由声波时差测井曲线计算所得的速度序列,Den(i)表示测井密度曲线,i表示深度域采样点;Wherein, Ref(i) represents the depth domain reflection coefficient sequence, Vel(i) represents the velocity sequence calculated from the sonic time difference logging curve, Den(i) represents the logging density curve, and i represents the depth domain sampling point; 所述待标定井的时间域合成记录序列通过下式得到:The time domain synthetic record sequence of the well to be calibrated is obtained by the following formula: S(t)=Ref(t)*ω(t)S(t)=Ref(t)*ω(t) 其中,S(t)表示所述合成记录序列,ω(t)表示地震子波序列,Ref(t)表示所述时间域反射系数序列,*表示褶积运算,t表示时间域的采样点。Wherein, S(t) represents the synthetic recording sequence, ω(t) represents the seismic wavelet sequence, Ref(t) represents the reflection coefficient sequence in the time domain, * represents the convolution operation, and t represents the sampling point in the time domain. 4.根据权利要求1所述的井震标定方法,其特征在于,所述时移量的获得包括:4. The well-seismic calibration method according to claim 1, wherein the obtaining of the time shift comprises: 在获得的井旁地震道序列中选定参考井地震旁道序列,并设定一时窗,在地震测线方向上抽取时窗范围内的井旁地震道序列作为基础井旁地震道序列;In the obtained wellbore seismic trace sequence, select the reference well seismic trace sequence, and set a time window, and extract the wellbore seismic trace sequence within the time window range in the direction of the seismic line as the basic wellbore seismic trace sequence; 建立所述参考井地震旁道序列与含有移动变量的所述基础井旁地震道序列的幅差矩阵的计算模型;establishing a calculation model of the amplitude matrix of the reference well seismic side channel sequence and the base well side seismic trace sequence containing moving variables; 利用滑动时窗的时间序列规整,在最大井旁地震道长度及所述移动变量的总移动宽度范围内,对所述幅差矩阵进行最优化累计,获得累计幅差矩阵;Using the time series regularization of the sliding time window, within the range of the maximum seismic trace length beside the well and the total moving width of the moving variable, the amplitude matrix is optimized and accumulated, and the accumulated amplitude matrix is obtained; 通过回归算法对所述累计幅差矩阵进行计算,并进一步通过回溯算法获得所述时移量的序列。The cumulative amplitude matrix is calculated by a regression algorithm, and the sequence of the time shifts is further obtained by a backtracking algorithm. 5.根据权利要求4所述的井震标定方法,其特征在于,其中,所述幅差矩阵的计算模型如下:5. well-seismic calibration method according to claim 4, is characterized in that, wherein, the calculation model of described amplitude difference matrix is as follows: ei(t,j)=|T0(t)-Ti(t+j)|2e i (t, j)=|T 0 (t)-T i (t+j)| 2 , j=[-J,J],t=[0,M-1],j=[-J, J], t=[0, M-1],
Figure FDA0003460097910000021
Figure FDA0003460097910000021
其中,ei(t,j)表示时间序数为t时、时间移动量为j时、由所述参考井旁地震道序列T0(t)与t+j时间范围内第i个井旁地震道Ti(t+j)计算的幅差矩阵元素,j表示所述时间移动变量,其取值范围参数J可根据实际地震资料、地下介质情况选定,i表示第i道井旁地震道,L表示井旁地震道数量时窗,M表示时间序列采样点总数量;Among them, e i (t, j) indicates that when the time series number is t and the time shift amount is j, the reference seismic trace sequence T 0 (t) and the i-th wellbore seismic trace within the time range of t+j are obtained. The amplitude matrix element calculated by trace T i (t+j), j represents the time moving variable, its value range parameter J can be selected according to the actual seismic data and underground medium conditions, i represents the seismic trace next to the i-th well , L represents the time window of the number of seismic traces next to the well, and M represents the total number of sampling points in the time series; 所述累计幅差矩阵建立如下:The cumulative amplitude matrix is established as follows: Ei(0,j)=ei(0,j)E i (0, j) = e i (0, j)
Figure FDA0003460097910000022
Figure FDA0003460097910000022
其中,Ei(0,j)表示时间序数为0时、时间移动量为j时的累计幅差矩阵元素,Ei(t,j)表示时间为t、移动变量为j的累计幅差矩阵元素,则Ei(t-1,j-1)表示时间序数为t-1、移动变量为j-1的累计幅差矩阵元素,Ei(t-1,j)表示时间序数为t-1、移动变量为j的累计幅差矩阵元素,Ei(t-1,j+1)表示时间序数为t-1、移动变量为j+1的累计幅差矩阵元素,ei(0,j)表示时间序数为0时、由参考井旁地震道的0时采样点T0(0)与Ti(j)计算的幅差矩阵元素;Among them, E i (0, j) represents the cumulative amplitude matrix element when the time sequence number is 0 and the time shift amount is j, and E i (t, j) represents the cumulative amplitude matrix with time t and shift variable j element, then E i (t-1, j-1) represents the cumulative amplitude matrix element whose time series is t-1 and the moving variable is j-1, and E i (t-1, j) indicates that the time series is t- 1. The cumulative amplitude matrix element with the moving variable j, E i (t-1, j+1) represents the cumulative amplitude matrix element with the time series number t-1 and the moving variable j+1, e i (0, j) represents the amplitude matrix element calculated from the sampling points T 0 (0) and T i (j) of the reference well-side seismic trace at 0 time when the time series number is 0; 所述时移量pi(t)的序列建立如下:The sequence of the time shift amounts p i (t) is established as follows: 当t=M-1时:When t=M-1: pi(t)=pi(M-1)p i (t) = p i (M-1) =argmin{Ei(M-1,-J),Ei(M-1,-J+1),......,Ei(M-1,0),......,Ei(M-1,J-1),Ei(M-1,J)}=argmin{ Ei (M-1,-J), Ei (M-1,-J+1),..., Ei (M-1,0),... , E i (M-1, J-1), E i (M-1, J)} 当t=0,1,2,......,M-2时:When t=0, 1, 2, ..., M-2:
Figure FDA0003460097910000031
Figure FDA0003460097910000031
其中,M=max(t)表示所述最大井旁地震道长度,N=2J+1表示所述总移动宽度。Wherein, M=max(t) represents the maximum length of the seismic trace next to the well, and N=2J+1 represents the total moving width.
6.根据权利要求5所述的井震标定方法,其特征在于,所述根据所得时移量对各井旁地震道进行的校正通过以下校正模型实现:6. well-seismic calibration method according to claim 5, is characterized in that, the described correction that each well-side seismic trace is carried out according to the obtained time shift is realized by following correction model: NewTi(t)=Ti(t+pi(t));NewT i (t)=T i (t+ pi (t)); 其中,NewTi(t)表示经过校正后的第i个井旁地震道,Ti(t)表示校正前的第i个井旁地震道,t表示采样点在时间域上的序数,pi(t)表示所述时移量的序列。Among them, NewT i (t) represents the i-th well-side seismic trace after correction, T i (t) represents the i-th well-side seismic trace before correction, t represents the ordinal number of the sampling point in the time domain, p i (t) represents the sequence of the time shift amounts. 7.根据权利要求1所述的井震标定方法,其特征在于,所述初始复合井旁地震道的获得包括:7. The well-seismic calibration method according to claim 1, wherein the acquisition of the initial composite well-side seismic trace comprises: 计算所述校正后井旁地震道与所述参考井旁地震道各采样点相关系数;calculating the correlation coefficient of each sampling point between the corrected well-side seismic trace and the reference well-side seismic trace; 将所述各采样点相关系数进行加权叠加,得到初始叠加井旁地震道;weighted superposition of the correlation coefficients of the sampling points to obtain initial superimposed wellbore seismic traces; 对所述初始叠加井旁地震道进行相对归一化,获得所述初始复合井旁地震道。Relative normalization is performed on the initial superimposed wellbore seismic traces to obtain the initial composite wellbore seismic traces. 8.根据权利要求7所述的井震标定方法,其特征在于,其中,所述各采样点相关系数通过下式得到:8. The well-seismic calibration method according to claim 7, wherein, the correlation coefficient of each sampling point is obtained by the following formula:
Figure FDA0003460097910000032
Figure FDA0003460097910000032
Figure FDA0003460097910000033
Figure FDA0003460097910000033
Figure FDA0003460097910000041
Figure FDA0003460097910000041
其中,N表示地震道中采样点数,mT0为对参考井旁地震道T0(t)的每一个点求和取平均,mTi为对校正后井旁地震道NewTi(t)的每一个点求和后再取平均,Ci表示校正后井旁地震道NewTi(t)与参考井旁地震道T0(t)的相关系数,即采样点i的相关系数;Among them, N represents the number of sampling points in the seismic trace, mT 0 is the sum and average of each point in the seismic trace T 0 (t) next to the reference well, and mT i is the correction of each point in the seismic trace NewT i (t) beside the well after correction. The points are summed and then averaged, and C i represents the correlation coefficient between the corrected well-side seismic trace NewT i (t) and the reference well-side seismic trace T 0 (t), that is, the correlation coefficient of the sampling point i; 所述加权叠加通过以下计算模型实现:The weighted superposition is achieved by the following calculation model:
Figure FDA0003460097910000042
Figure FDA0003460097910000042
其中,MT(t)表示所述初始叠加井旁地震道,L表示时窗宽度;Among them, MT(t) represents the initial superimposed well-side seismic trace, and L represents the time window width; 所述相对归一化通过以下计算模型实现:The relative normalization is achieved by the following computational model:
Figure FDA0003460097910000043
Figure FDA0003460097910000043
其中,NT(t)表示所述初始复合井旁地震道。Wherein, NT(t) represents the initial composite well-side seismic trace.
9.根据权利要求1所述的井震标定方法,其特征在于,所述处理后复合井旁道的获得包括:9. The well-seismic calibration method according to claim 1, wherein the obtaining of the composite well bypass after the processing comprises: 设置判定阈值,将所述初始复合井旁地震道中各采样点的有效信号参数与该判定阈值进行对比,当所述有效信号参数大于或等于所述判定阈值时,将其对应的初始复合井旁地震道中的采样点进行增强,当所述有效信号参数小于所述判定阈值时,将其对应的初始复合井旁地震道中的采样点进行削弱,得到经阈值判定后的复合井旁地震道序列;Set a judgment threshold, compare the effective signal parameters of each sampling point in the initial composite well-side seismic trace with the judgment threshold, and when the effective signal parameter is greater than or equal to the judgment threshold, the corresponding initial composite well-side The sampling points in the seismic trace are enhanced, and when the effective signal parameter is less than the determination threshold, the corresponding sampling points in the initial composite well-side seismic trace are weakened to obtain a composite well-side seismic trace sequence determined by the threshold; 对所述经过阈值判定后的复合井旁地震道序列进行标准归一化,得到所述处理后复合井旁道的序列。Standard normalization is performed on the composite well side seismic trace sequence after the threshold determination, to obtain the processed composite well side trace sequence. 10.根据权利要求9所述的井震标定方法,其特征在于,其中,所述经阈值判定后的复合井旁地震道序列通过以下判定模型获得:10. The well-seismic calibration method according to claim 9, wherein, the composite well-side seismic trace sequence after the threshold judgment is obtained by the following judgment model:
Figure FDA0003460097910000044
时,Y(tk)=3×NT(tk),
when
Figure FDA0003460097910000044
, Y(t k )=3×NT(t k ),
Figure FDA0003460097910000045
时,
Figure FDA0003460097910000046
when
Figure FDA0003460097910000045
hour,
Figure FDA0003460097910000046
其中,NT(tk)为时间t=k时NT(t)的一个采样点,T0(tk)为当时间t=k时T0(t)的一个采样点,NT(t)表示所述初始复合井旁地震道,T0(t)表示其对应的参考井旁地震道,Y(t)表示所述经阈值判定后的复合井旁地震道,a表示所述判定阈值;Among them, NT(t k ) is a sampling point of NT(t) at time t=k, T 0 (t k ) is a sampling point of T 0 (t) at time t=k, and NT(t) represents For the initial composite well-side seismic trace, T 0 (t) represents its corresponding reference well-side seismic trace, Y(t) represents the composite well-side seismic trace after threshold determination, and a represents the determination threshold; 所述标准归一化通过以下归一化模型实现:The standard normalization is achieved by the following normalization model:
Figure FDA0003460097910000051
Figure FDA0003460097910000051
其中,NY(t)表示所述处理后复合井旁道,max(Y(t))表示Y(t)中的最大值,min(Y(t))表示Y(t)中的最小值,N表示地震道中采样点数。Wherein, NY(t) represents the composite well bypass channel after the treatment, max(Y(t)) represents the maximum value in Y(t), min(Y(t)) represents the minimum value in Y(t), N represents the number of sampling points in the seismic trace.
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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2167993A1 (en) * 2007-06-15 2010-03-31 Chevron U.S.A., Inc. Optimizing amplitude inversion utilizing statistical comparisons of seismic to well control data '
CN104656142A (en) * 2013-11-19 2015-05-27 中国石油天然气集团公司 Seismic horizon calibration method utilizing vertical seismic profiling (VSP) and well-logging combination
CN105044773A (en) * 2015-08-24 2015-11-11 中国石油集团东方地球物理勘探有限责任公司 Converted-wave well-seismic calibration method and apparatus
CN105607120A (en) * 2016-01-19 2016-05-25 中国海洋石油总公司 Time-shifting-logging-based method for building initial model with seismic facies constraint
CN105759312A (en) * 2016-03-01 2016-07-13 中国海洋石油总公司 Reservoir characteristic method well-seismic calibration method
CN111239805A (en) * 2020-02-13 2020-06-05 中国石油大学(北京) Block constraint time-lapse seismic difference inversion method and system based on reflectivity method
WO2020131424A1 (en) * 2018-12-20 2020-06-25 Chevron U.S.A. Inc. Methods and systems for calibrating depth in a well to seismic data in a subsurface volume of interest
CN111522062A (en) * 2019-04-04 2020-08-11 中国海洋石油集团有限公司 Underburden amplitude compensation method based on volcanic shielding quantitative analysis
CN113376696A (en) * 2020-02-25 2021-09-10 中国石油天然气股份有限公司 Well seismic calibration method and device based on multiple wavelets

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2167993A1 (en) * 2007-06-15 2010-03-31 Chevron U.S.A., Inc. Optimizing amplitude inversion utilizing statistical comparisons of seismic to well control data '
CN104656142A (en) * 2013-11-19 2015-05-27 中国石油天然气集团公司 Seismic horizon calibration method utilizing vertical seismic profiling (VSP) and well-logging combination
CN105044773A (en) * 2015-08-24 2015-11-11 中国石油集团东方地球物理勘探有限责任公司 Converted-wave well-seismic calibration method and apparatus
CN105607120A (en) * 2016-01-19 2016-05-25 中国海洋石油总公司 Time-shifting-logging-based method for building initial model with seismic facies constraint
CN105759312A (en) * 2016-03-01 2016-07-13 中国海洋石油总公司 Reservoir characteristic method well-seismic calibration method
WO2020131424A1 (en) * 2018-12-20 2020-06-25 Chevron U.S.A. Inc. Methods and systems for calibrating depth in a well to seismic data in a subsurface volume of interest
CN111522062A (en) * 2019-04-04 2020-08-11 中国海洋石油集团有限公司 Underburden amplitude compensation method based on volcanic shielding quantitative analysis
CN111239805A (en) * 2020-02-13 2020-06-05 中国石油大学(北京) Block constraint time-lapse seismic difference inversion method and system based on reflectivity method
CN113376696A (en) * 2020-02-25 2021-09-10 中国石油天然气股份有限公司 Well seismic calibration method and device based on multiple wavelets

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
黎孟承: "改进的动态时间规整(DTW)算法在井震标定中的应用", 《中国石油学会2021 年物探技术研讨会论文集》, 27 September 2021 (2021-09-27), pages 893 - 896 *

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