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CN106908837A - A kind of fracturing fracture form and fracture height determine method - Google Patents

A kind of fracturing fracture form and fracture height determine method Download PDF

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CN106908837A
CN106908837A CN201710045369.8A CN201710045369A CN106908837A CN 106908837 A CN106908837 A CN 106908837A CN 201710045369 A CN201710045369 A CN 201710045369A CN 106908837 A CN106908837 A CN 106908837A
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黑创
李修权
罗明璋
付青青
石耀坤
陈霞
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28Processing seismic data, e.g. for interpretation or for event detection
    • G01V1/30Analysis
    • G01V1/301Analysis for determining seismic cross-sections or geostructures
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28Processing seismic data, e.g. for interpretation or for event detection
    • G01V1/30Analysis
    • G01V1/306Analysis for determining physical properties of the subsurface, e.g. impedance, porosity or attenuation profiles
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/40Seismology; Seismic or acoustic prospecting or detecting specially adapted for well-logging
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V2210/00Details of seismic processing or analysis
    • G01V2210/60Analysis
    • G01V2210/62Physical property of subsurface
    • G01V2210/622Velocity, density or impedance
    • G01V2210/6222Velocity; travel time
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V2210/00Details of seismic processing or analysis
    • G01V2210/60Analysis
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Abstract

本发明公开一种压裂裂缝形态和裂缝高度确定方法,具体如下:采用声波测井获得深度区间的压裂前后的单极、偶极波形数据并进行深度校正;接着采用波形相干叠加法计算深度位置的压裂前后的纵波速度和不同方位的横波速度;根据压裂前后的不同方位的横波波速度所构成的曲线,计算压裂前后的正交偶极各向异性值;再根据压裂前后的纵波速度或不同方位的横波速度计算压裂后与前的平均弹性波速度差值,并计算压裂后与前的正交偶极各向异性差值,接着根据平均弹性波速度差值和正交偶极各向异性差值,确定压裂裂缝形态,同时根据平均弹性波速度差值确定深度位置的压裂裂缝高度,进而确定深度区间的压裂裂缝高度。其能快速有效地识别压裂裂缝形态和裂缝高度。

The invention discloses a method for determining the shape and height of a fracturing fracture, which is specifically as follows: using acoustic logging to obtain unipolar and dipole waveform data before and after fracturing in the depth interval and performing depth correction; then using the waveform coherent superposition method to calculate the depth The longitudinal wave velocity before and after fracturing and the shear wave velocity in different azimuths; according to the curve formed by the shear wave velocity in different azimuths before and after fracturing, calculate the orthogonal dipole anisotropy value before and after fracturing; Calculate the difference between the average elastic wave velocity after fracturing and before the shear wave velocity or the shear wave velocity in different azimuths, and calculate the difference between the orthogonal dipole anisotropy after fracturing and before the fracturing, and then according to the difference between the average elastic wave velocity and Orthogonal dipole anisotropy difference to determine the shape of the fracturing fracture, and at the same time determine the height of the fracturing fracture at the depth position according to the difference of the average elastic wave velocity, and then determine the height of the fracturing fracture in the depth range. It can quickly and effectively identify the shape and height of fractured fractures.

Description

一种压裂裂缝形态和裂缝高度确定方法A Method for Determining Fracture Shape and Fracture Height

技术领域technical field

本发明涉及声波测井技术领域,具体涉及一种压裂裂缝形态和裂缝高度确定方法。The invention relates to the technical field of acoustic well logging, in particular to a method for determining the shape and height of a fracturing fracture.

背景技术Background technique

随着全球能源需求的不断攀升,非常规油气资源有望成为世界未来能源和经济发展的动力。非常规油气资源所在的岩性地层的主要特征是致密度高、非均质及各向异性强,如果仅依靠其自身的产能很难形成工业油气,因而需要对储层进行压裂、酸化等改造,创造出油气运移的缝网体系,才能够实现经济开采。其中,非常规油气开采的主要增产手段是水压致裂。As global energy demand continues to rise, unconventional oil and gas resources are expected to become the driving force for future energy and economic development in the world. The main characteristics of the lithological formations where unconventional oil and gas resources are located are high density, heterogeneity and strong anisotropy. It is difficult to form industrial oil and gas if only relying on its own production capacity, so it is necessary to perform fracturing, acidizing, etc. Only by reforming and creating a fracture network system for oil and gas migration can economic exploitation be realized. Among them, hydraulic fracturing is the main production stimulation method for unconventional oil and gas production.

目前,评价致密储层井筒压裂裂缝高度常用的测井方法主要有井温测井、同位素测井、注硼中子测井、补偿中子测井、偶极声波测井。其中,井温测井精度低,人为因素影响大,一般只作为辅助手段。同位素测井和注硼中子测井作业操作流程和评价原理基本相同,但两者都有一定的放射性污染,目前应用较少。补偿中子测井可以采用非放射性示踪陶粒,但受压裂工艺如脱砂的影响、压裂前后仪器类型及刻度的影响,测量结果具有一定的不确定性。偶极声波测井主要通过对比压裂前后井筒周围各向异性差异来评价裂缝高度。它是目前评价压裂裂缝高度最常用的测井方法。且现有的声波测井技术评价压裂高度耗时长,且不能准确评价压裂裂缝形态。At present, the commonly used logging methods for evaluating the height of wellbore fractures in tight reservoirs mainly include well temperature logging, isotope logging, boron injection neutron logging, compensated neutron logging, and dipole acoustic logging. Among them, well temperature logging has low accuracy and is greatly influenced by human factors, so it is generally only used as an auxiliary means. The operating procedures and evaluation principles of isotope logging and boron injection neutron logging are basically the same, but both have certain radioactive pollution, and are rarely used at present. Non-radioactive tracer ceramsite can be used in compensated neutron logging, but due to the influence of fracturing technology such as screenout, the type and calibration of instruments before and after fracturing, the measurement results have certain uncertainties. Dipole acoustic logging mainly evaluates the fracture height by comparing the anisotropy difference around the wellbore before and after fracturing. It is currently the most commonly used logging method for evaluating fracture height. Moreover, the existing acoustic logging technology takes a long time to evaluate the fracture height, and cannot accurately evaluate the fracture shape.

发明内容Contents of the invention

有鉴于此,有必要提供一种能快速有效地识别压裂裂缝形态和裂缝高度的方法。In view of this, it is necessary to provide a method that can quickly and effectively identify the shape and height of fractured fractures.

一种压裂裂缝形态和裂缝高度确定方法,包括如下步骤:A method for determining the shape and height of a fracturing fracture, comprising the following steps:

步骤1:在深度区间内进行声波测井,获得压裂前后的单极、偶极波形数据;Step 1: Perform acoustic logging in the depth range to obtain unipolar and dipole waveform data before and after fracturing;

步骤2:对获得的所述深度区间的数据进行深度校正;Step 2: performing depth correction on the obtained data in the depth interval;

步骤3:获取所述深度区间的一个深度位置的数据;Step 3: Obtain the data of a depth position in the depth interval;

步骤4:采用波形相干叠加法对所述一个深度位置的数据进行分析,计算压裂前后的纵波速度和不同方位的横波速度;Step 4: Using waveform coherent superposition method to analyze the data at one depth position, and calculate the longitudinal wave velocity before and after fracturing and the shear wave velocity in different azimuths;

步骤5:根据所述一个深度位置的压裂前后的不同方位的横波波速度所构成的曲线,计算压裂前后的正交偶极各向异性值;Step 5: Calculate the orthogonal dipole anisotropy value before and after fracturing according to the curve formed by the shear wave velocity in different azimuths before and after fracturing at the one depth position;

步骤6:根据步骤4中压裂前后的纵波速度或不同方位的横波速度计算压裂前后的平均弹性波速度,并计算压裂后与前的平均弹性波速度差值;同时计算步骤5中压裂后与前的正交偶极各向异性差值,根据平均弹性波速度差值和正交偶极各向异性差值,确定所述一个深度位置的压裂裂缝形态;当平均弹性波速度差值大于零时,将声波测井仪器的采样间隔记为所述一个深度位置的压裂裂缝高度;Step 6: Calculate the average elastic wave velocity before and after fracturing according to the longitudinal wave velocity before and after fracturing in step 4 or the shear wave velocity in different azimuths, and calculate the difference between the average elastic wave velocity after fracturing and before fracturing; Orthogonal dipole anisotropy difference between before and after the fracture, according to the average elastic wave velocity difference and the orthogonal dipole anisotropy difference, determine the fracturing fracture shape at the depth position; when the average elastic wave velocity When the difference is greater than zero, the sampling interval of the acoustic logging instrument is recorded as the height of the fracturing fracture at the one depth position;

步骤7:获取所述深度区间的下一个深度位置的数据,重复步骤4至6;直到遍历所述深度区间的所有深度位置;进入步骤8;Step 7: Obtain the data of the next depth position in the depth interval, repeat steps 4 to 6; until all depth positions in the depth interval are traversed; enter step 8;

步骤8:统计存在压裂裂缝高度的深度位置的个数,就可获得所述深度区间的压裂裂缝高度。Step 8: Counting the number of depth positions where there are fracture heights, the fracture heights in the depth range can be obtained.

本发明的一种压裂裂缝形态和裂缝高度确定方法通过根据每个深度位置的压裂后与前的平均弹性波速度差值和正交偶极各向异性差值,确定压裂裂缝形态,同时根据平均弹性波速度差值确定深度位置的压裂裂缝高度,进而确定深度区间的压裂裂缝高度,且整个方法简单,能快速有效地识别压裂裂缝形态和裂缝高度。A method for determining the shape and height of a fracturing fracture according to the present invention determines the shape of the fracturing fracture according to the difference in average elastic wave velocity and the difference in orthogonal dipole anisotropy between the post-fracture and before fracturing at each depth position, At the same time, the height of the fracturing fracture at the depth position is determined according to the difference of the average elastic wave velocity, and then the height of the fracturing fracture at the depth interval is determined. The whole method is simple and can quickly and effectively identify the shape and height of the fracturing fracture.

附图说明Description of drawings

图1为本发明一种压裂裂缝形态和裂缝高度确定方法的流程图;Fig. 1 is a flow chart of a method for determining the shape of a fracturing fracture and the height of a fracture in the present invention;

图2为实验结果图。Figure 2 is a diagram of the experimental results.

具体实施方式detailed description

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明,应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention and are not intended to limit the invention.

本发明提供的一种压裂裂缝形态和裂缝高度确定方法的流程如图1所示,具体过程如下:The flow chart of a method for determining the shape of a fracturing fracture and the height of a fracture provided by the present invention is shown in Figure 1, and the specific process is as follows:

步骤1:在深度区间内进行声波测井,获得压裂前后的单极、偶极波形数据。Step 1: Perform acoustic logging in the depth interval to obtain unipolar and dipole waveform data before and after fracturing.

在本发明中,可采用阵列声波测井仪进行声波测井。In the present invention, an array acoustic logging tool can be used for acoustic logging.

步骤2:对获得的所述深度区间的数据进行深度校正。Step 2: Depth correction is performed on the obtained data in the depth interval.

步骤3:获取所述深度区间的一个深度位置的数据。Step 3: Obtain data of a depth position in the depth interval.

步骤4:采用波形相干叠加法对所述一个深度位置的数据进行分析,计算压裂前后的纵波速度和不同方位的横波速度。Step 4: Analyzing the data at the one depth position by using the waveform coherent superposition method, and calculating the compressional wave velocity before and after fracturing and the shear wave velocity in different azimuths.

具体的,波形相干叠加法具体如下:Specifically, the waveform coherent superposition method is as follows:

其中,Corr(v,T)表示二维相关函数;Xm(t)是N个声波测井仪器接收换能器阵列中的第m个接收换能器,d是声波测井仪器接收换能器之间的间隔,T是时间窗Tw的位置,v是速度区间中的某一速度值。Among them, Corr(v,T) represents a two-dimensional correlation function; X m (t) is the mth receiving transducer in the receiving transducer array of N acoustic logging tools, and d is the receiving transducer of the acoustic logging tool T is the position of the time window T w , and v is a certain speed value in the speed interval.

采用式(1)计算当Corr(v,T)取极大值时的v值,即可计算压裂前后的纵波速度和一个方位的横波速度。重复采用式(1)即可计算出不同方位的横波速度。Using formula (1) to calculate the v value when Corr(v, T) takes the maximum value, the compressional wave velocity before and after fracturing and the shear wave velocity in one direction can be calculated. The shear wave velocity in different azimuths can be calculated by repeatedly using formula (1).

步骤5:根据所述一个深度位置的压裂前后的不同方位的横波波速度所构成的曲线,计算压裂前后的正交偶极各向异性值。Step 5: Calculate the orthogonal dipole anisotropy value before and after fracturing according to the curve formed by the shear wave velocity in different azimuths before and after fracturing at the one depth position.

其具体过程如下:The specific process is as follows:

步骤5.1:获得由压裂前后的不同方位Φ处的横波速度构成的横波速度曲线VΦStep 5.1: Obtain the shear wave velocity curve V Φ formed by the shear wave velocity at different azimuths Φ before and after fracturing;

步骤5.2:根据横波速度曲线VΦ获取快横波速度Vfast和慢横波速度Vslow。其中,Vfast为集合{VΦ}的极大值,Vslow为集合{VΦ}的极小值,Φ∈[0 2π];Step 5.2: Obtain the fast shear wave velocity V fast and the slow shear wave velocity V slow according to the shear wave velocity curve V Φ . Among them, V fast is the maximum value of the set {V Φ }, V slow is the minimum value of the set {V Φ }, Φ∈[0 2π];

步骤5.3:根据快横波速度Vfast和慢横波速度Vslow计算压裂前后的正交偶极各向异性值δ。其中,Step 5.3: Calculate the orthogonal dipole anisotropy value δ before and after fracturing according to the fast shear wave velocity V fast and the slow shear wave velocity V slow . in,

步骤6:根据步骤4中压裂前后的纵波速度或不同方位的横波速度计算压裂前后的平均弹性波速度,并计算压裂后与前的平均弹性波速度差值;同时计算步骤5中压裂后与前的正交偶极各向异性差值,根据平均弹性波速度差值和正交偶极各向异性差值,确定所述一个深度位置的压裂裂缝形态;当平均弹性波速度差值大于零时,将声波测井仪器的采样间隔记为所述一个深度位置的压裂裂缝高度。Step 6: Calculate the average elastic wave velocity before and after fracturing according to the longitudinal wave velocity before and after fracturing in step 4 or the shear wave velocity in different azimuths, and calculate the difference between the average elastic wave velocity after fracturing and before fracturing; Orthogonal dipole anisotropy difference between before and after the fracture, according to the average elastic wave velocity difference and the orthogonal dipole anisotropy difference, determine the fracturing fracture shape at the depth position; when the average elastic wave velocity When the difference is greater than zero, the sampling interval of the acoustic logging tool is recorded as the fracture height at the one depth position.

其中,计算压裂后与前的平均弹性波速度差值Δs的具体方式为:Among them, the specific way to calculate the difference Δs of the average elastic wave velocity after fracturing and before is:

Δs=P/V压裂后-P/V压裂前 (3)Δs = P/V after fracturing - P/V before fracturing (3)

其中,P为常数,例如取值为106;V压裂后为压裂后的平均弹性波速度,且V压裂后为压裂后的纵波速度或不同方位的横波速度的均值;V压裂前为压裂前的平均弹性波速度,且V压裂前为压裂前的纵波速度或不同方位的横波速度的均值。Among them, P is a constant, for example, the value is 10 6 ; V after fracturing is the average elastic wave velocity after fracturing, and V after fracturing is the mean value of the longitudinal wave velocity after fracturing or the shear wave velocity in different azimuths; Before fracturing is the average elastic wave velocity before fracturing, and Vbefore fracturing is the mean value of the compressional wave velocity before fracturing or the shear wave velocity in different azimuths.

其中,计算压裂后与前的正交偶极各向异性差值Δδ的公式如下:Among them, the formula for calculating the difference Δδ of orthogonal dipole anisotropy after fracturing and before is as follows:

Δδ=δ压裂后压裂前 (4)Δδ = after δ fracturing - δ before fracturing (4)

其中,δ压裂后为压裂后正交偶极各向异性值,δ压裂前为压裂前正交偶极各向异性值。Among them, after δ fracturing is the value of orthogonal dipole anisotropy after fracturing, and before δ fracturing is the value of orthogonal dipole anisotropy before fracturing.

其中,确定一个深度位置的压裂裂缝形态的具体过程为:Among them, the specific process of determining the fracturing fracture shape at a depth position is as follows:

当Δs=0时,即平均弹性波速度差值速度差值等于零时,则所述一个深度位置的岩石未被压裂。When Δs=0, that is, when the average elastic wave velocity difference is equal to zero, the rock at the one depth position is not fractured.

当Δs>0且Δδ>0时,即当平均弹性波速度差值速度差值大于零且正交偶极各向异性差值大于零,则判定所述一个深度位置的压裂裂缝为定向裂缝。When Δs>0 and Δδ>0, that is, when the average elastic wave velocity difference velocity difference is greater than zero and the orthogonal dipole anisotropy difference is greater than zero, it is determined that the fracturing fracture at the one depth position is a directional fracture .

当Δs>0且Δδ≤0时,即当平均弹性波速度差值速度差值大于零且正交偶极各向异性差值不大于零时,则判定所述一个深度位置的压裂裂缝为网状裂缝。When Δs>0 and Δδ≤0, that is, when the average elastic wave velocity difference velocity difference is greater than zero and the orthogonal dipole anisotropy difference is not greater than zero, it is determined that the fracturing fracture at the one depth position is network of cracks.

此外,当Δs>0时,将声波测井仪器的采样间隔记为所述一个深度位置的压裂裂缝高度h。In addition, when Δs>0, the sampling interval of the acoustic logging tool is recorded as the fracture height h at the one depth position.

步骤7:获取所述深度区间的下一个深度位置的数据,重复步骤4至6;直到遍历所述深度区间的所有深度位置;进入步骤8。Step 7: Obtain the data of the next depth position in the depth interval, and repeat steps 4 to 6; until all depth positions in the depth interval are traversed; go to step 8.

步骤8:统计存在压裂裂缝高度的深度位置的个数,就可获得所述深度区间的压裂裂缝高度。Step 8: Counting the number of depth positions where there are fracture heights, the fracture heights in the depth range can be obtained.

如果统计的存在压裂裂缝高度的深度位置的个数为n,则深度区间的压裂裂缝高度为n×h。If the counted number of depth positions with fracture heights is n, the height of fractures in the depth interval is n×h.

采用本发明的一种压裂裂缝形态和裂缝高度确定方法进行实验,其实验结果如图2所示。图2中的第1道是井径、自然伽马曲线,第2道是压裂前、后横波慢度曲线,第3道是深度区间及射孔层段,第4道是压裂前后正交偶极各向异性。从第1道可以看出X950m-X972m为砂岩层段,该井段井径无异常。从第2道可以看出压裂后地层的横波慢度明显增大,其预示岩石横波速度下降,这表明井筒周围岩石破裂时产生裂缝,形成了岩石扩容,结合第4道压裂前、后正交偶极各向异性可以判断出压裂裂缝高度为20m,压裂裂缝的深度区间为X955m-X975m。根据本发明的压裂裂缝判断条件,可以进一步判断该储集层压裂裂缝形态为定向裂缝。此外整个方法简单,因而本发明的一种压裂裂缝形态和裂缝高度确定方法能快速有效地识别压裂裂缝形态和裂缝高度。An experiment was carried out by using a method for determining the morphology and height of the fracturing fractures of the present invention, and the experimental results are shown in FIG. 2 . The first track in Fig. 2 is the well diameter and natural gamma ray curves, the second track is the shear wave slowness curve before and after fracturing, the third track is the depth interval and perforation interval, and the fourth track is the positive and negative curves before and after fracturing. Cross dipole anisotropy. It can be seen from the first track that X950m-X972m is a sandstone section, and the well diameter of this section has no abnormalities. From the second track, it can be seen that the shear wave slowness of the formation increases significantly after fracturing, which indicates that the rock shear wave velocity decreases, which indicates that cracks are generated when the rock around the wellbore breaks, forming rock expansion. Orthogonal dipole anisotropy can be judged that the height of the fracturing fracture is 20m, and the depth range of the fracturing fracture is X955m-X975m. According to the fracturing fracture judging condition of the present invention, it can be further judged that the form of the fracturing fracture of the reservoir is a directional fracture. In addition, the whole method is simple, so the method for determining the shape and height of a fracturing fracture of the present invention can quickly and effectively identify the shape and height of a fracturing fracture.

以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection of the present invention. within range.

Claims (5)

1. A method for determining fracture morphology and fracture height is characterized by comprising the following steps:
step 1: performing acoustic logging in a depth interval to obtain monopole and dipole waveform data before and after fracturing;
step 2: carrying out depth correction on the obtained data of the depth interval;
and step 3: acquiring data of a depth position of the depth interval;
and 4, step 4: analyzing the data of the depth position by adopting a waveform coherent superposition method, and calculating longitudinal wave speeds before and after fracturing and transverse wave speeds in different directions;
and 5: calculating the anisotropy values of the orthogonal dipoles before and after fracturing according to a curve formed by the transverse wave speeds of different directions before and after fracturing at the depth position;
step 6: calculating average elastic wave speeds before and after fracturing according to the longitudinal wave speeds before and after fracturing or the transverse wave speeds in different directions in the step 4, and calculating the difference value of the average elastic wave speeds before and after fracturing; meanwhile, calculating the difference value of the anisotropy of the orthogonal dipoles after and before fracturing in the step 5, and determining the fracture form of the depth position according to the average elastic wave velocity difference value and the difference value of the anisotropy of the orthogonal dipoles; when the average elastic wave velocity difference is larger than zero, recording the sampling interval of the acoustic logging instrument as the height of the fracture at the depth position;
and 7: acquiring data of the next depth position of the depth interval, and repeating the steps 4 to 6; until all depth positions of the depth interval are traversed; entering a step 8;
and 8: and counting the number of the depth positions with the fracture heights to obtain the fracture heights of the depth intervals.
2. The method for determining the fracture morphology and the fracture height according to claim 1, wherein the specific process of the step 4 is as follows:
the waveform coherent addition method specifically comprises the following steps:
C o r r ( v , T ) = ∫ T T + T W | Σ m = 1 N X m [ t + ( m - 1 ) d / v ] | 2 d t N ∫ T T + T W Σ m = 1 N | X m [ t + ( m - 1 ) d / v | 2 d t
wherein, Xm(T) is the mth receiving transducer in the array of N sonic logging instrument receiving transducers, d is the spacing between sonic logging instrument receiving transducers, and T is the time window TwV is a certain speed value in the speed interval; then, the v value when the two-dimensional correlation function Corr (v, T) takes the maximum value, that is, the v value is repeatedly calculatedLongitudinal wave velocities before and after fracturing and shear wave velocities at different orientations can be calculated.
3. A method for determining fracture morphology and fracture height according to claim 1, wherein the specific process of the step 5 is as follows:
step 5.1: obtaining a transverse wave velocity curve V formed by transverse wave velocities at different azimuths phi before and after fracturingΦ
Step 5.2: according to the transverse wave velocity curve VΦObtaining the velocity V of the fast transverse wavefastAnd a slow transverse wave velocity VslowWherein V isfastIs a set { VΦMaximum of VslowIs a set { VΦMinimum value of phi ∈ [02 pi ]];
Step 5.3: according to the velocity V of the fast transverse wavefastAnd a slow transverse wave velocity VslowAnd calculating the values of the orthotropic dipole anisotropy before and after the fracturing, wherein,
4. a method for determining fracture morphology and fracture height according to claim 1, wherein the specific way of calculating the average elastic wave velocity difference Δ s between the post-fracture and the pre-fracture in step 6 is as follows:
Δs=P/Vafter fracturing-P/VBefore fracturing
Wherein P is a constant; vAfter fracturingIs the average elastic wave velocity after fracturing, and VAfter fracturingThe mean value of the longitudinal wave velocity after fracturing or the transverse wave velocities in different directions; vBefore fracturingIs the average elastic wave velocity before fracturing, and VBefore fracturingThe velocity of the longitudinal wave before fracturing or the average value of the velocities of the transverse waves in different directions.
5. A fracture morphology and fracture height determination method according to claim 1, wherein in the step 6, the specific process of determining the fracture morphology at the one depth position according to the average elastic wave velocity difference and the orthogonal dipole anisotropy difference is as follows:
when the average elastic wave velocity difference is equal to zero, the rock at the one depth position is not fractured; when the average elastic wave velocity difference value is larger than zero and the orthogonal dipole anisotropy difference value is larger than zero, judging that the fracturing fracture at the depth position is a directional fracture; and when the average elastic wave velocity difference value is larger than zero and the orthogonal dipole anisotropy difference value is not larger than zero, judging that the fracturing fracture at the depth position is a net-shaped fracture.
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