WO2020215170A1 - Seismic petrophysical experiment analysis-based logging and seismic speed matching method - Google Patents

Seismic petrophysical experiment analysis-based logging and seismic speed matching method Download PDF

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WO2020215170A1
WO2020215170A1 PCT/CN2019/000146 CN2019000146W WO2020215170A1 WO 2020215170 A1 WO2020215170 A1 WO 2020215170A1 CN 2019000146 W CN2019000146 W CN 2019000146W WO 2020215170 A1 WO2020215170 A1 WO 2020215170A1
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seismic
logging
velocity
petrophysical
frequency
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PCT/CN2019/000146
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French (fr)
Chinese (zh)
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魏国华
刘浩杰
李民龙
韩宏伟
王兴谋
揭景荣
曹新江
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中国石油化工股份有限公司
中国石油化工股份有限公司胜利油田分公司物探研究院
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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
    • G01V1/282Application of seismic models, synthetic seismograms
    • 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
    • G01V1/303Analysis for determining velocity profiles or travel times

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  • the invention relates to the technical field of exploration geophysics, in particular to a method for matching logging and seismic velocity based on seismic rock physics experiment analysis.
  • the usual method is to make synthetic records of logging acoustic data, and use synthetic records to calibrate the seismic data so that the time horizon information of the earthquake is The depth of logging and lithological characteristics are combined.
  • the formation velocity obtained by sonic logging is inconsistent with the velocities obtained by surface seismic and other observation programs such as VSP.
  • VSP surface seismic and other observation programs
  • the closure error method and the ratio method are the overall "translation" of the synthetic record corresponding to the seismic trace through the well, or the partial “stretching” and “compression”, in order to make the synthetic record and the seismic trace beside the well.
  • the relevance is optimal.
  • the disadvantage of this approach is that the physical meaning is not clear.
  • the conventional acoustic wave dispersion correction method based on the viscoelastic solid model and the resonant Q model, although the quantitative influence caused by the wave dispersion effect can be considered from the physical mechanism, so as to reasonably correct the acoustic wave
  • the velocity dispersion ratio makes it match the observation velocity in the seismic wave frequency band, which has a certain effect on improving the accuracy of well-seismic matching based on the design of petrophysical theoretical models. But these methods are given a specific scale factor to correct the logging speed to the seismic frequency speed, that is, it is assumed that the dispersion characteristics of the reservoir rocks are consistent.
  • the observation frequency of acoustic logging is generally in the range of 2K ⁇ 20KHz, which is much higher than the frequency of seismic waves in conventional seismic exploration (10-125Hz).
  • the significant frequency difference makes the acoustic waves of logging and the seismic waves excited by ground seismic exploration.
  • the large frequency difference between the logging frequency band and the seismic frequency band causes a large difference in the natural frequency dispersion and the dispersion frequency of the two, which has become a key factor affecting the matching degree of logging speed and seismic speed, and further affects the seismic calibration.
  • the accuracy affects the effect of seismic interpretation and reservoir inversion.
  • the key to sonic logging data to solve the well-seismic matching problem is to adjust the sonic logging speed reasonably to eliminate the influence of velocity dispersion, and to make it more compatible with the seismic velocity through the iterative correction method of synthetic records.
  • the conventional sound wave curve dispersion correction method based on viscoelastic solid model and resonance Q model, although the quantitative influence caused by the wave dispersion effect can be considered from the physical mechanism, so as to reasonably correct the dispersion ratio of the sound wave speed to make it and The observation speed in the seismic wave frequency band is matched, so that the well-seismic matching can be realized on the basis of the design of the rock physics theoretical model.
  • the purpose of the present invention is to provide a point-to-point dispersion correction of the acoustic curve based on the actual seismic frequency band petrophysical experiment results and petrophysical theoretical model, and then make a synthetic record and compare it with the well side channel, and further improve the well seismic through iterative correction A method of matching accuracy between logging and seismic velocity based on seismic rock physics experimental analysis.
  • a method for matching logging and seismic velocity based on seismic rock physics experimental analysis includes: Step 1, through seismic frequency band Analyze the rock physics experiment to establish the velocity change curve with frequency, that is, the velocity dispersion change law; step 2, build a rock physics model suitable for characterizing the frequency dispersion characteristics of the seismic frequency; step 3, use the rock physics model modulus calculation formula to perform acoustic waves Point-by-point mapping of the curve dispersion correction; step 4, perform synthetic record calibration on the sonic curve after dispersion correction, compare and analyze the side channel of the seismic well with the synthetic seismic record, and output the correction curve for all depths of the entire sonic logging curve result.
  • step 1 select the target formation core, carry out the full-band petrophysical laboratory test, measure the elastic parameters of different lithology, physical properties, and fluid-containing properties, including the longitudinal wave speed and shear wave speed at different frequency points; according to the laboratory test results , To form the relationship curve between velocity and frequency change, quantitatively analyze the difference between the velocity corresponding to the seismic frequency band and the velocity corresponding to the logging frequency band, and estimate the correction amount for matching the logging and seismic velocity.
  • step 2 the rock with only dry and hard pores is used as the new equivalent matrix, its bulk modulus is K stiff , replaced by K h , soft pores are added and the effect of the fluid jet in the soft and hard pores is considered.
  • the medium equivalent modulus K mf and ⁇ mf are calculated by the following formula:
  • is the circular frequency
  • is the dynamic viscosity of the pore fluid
  • p is the effective pressure of the rock
  • ⁇ c is the pore aspect ratio
  • ⁇ c (P) is the porosity of the soft pore under a certain effective pressure
  • ⁇ d (p) are the dry volume and shear modulus when the rock medium contains soft pores with an aspect ratio of ⁇ c and porosity ⁇ c (p) under a certain effective pressure
  • the second item on the right is the addition of a specific aspect ratio
  • Soft pores change the bulk modulus K stiff under consideration of jetting action; after considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the volume of the hard pores is fully saturated
  • the modulus K sat and shear modulus ⁇ sat are calculated by the following formula:
  • the value calculated by adding soft pores for the kth time will be regarded as the K h and ⁇ h added to the soft pores for the (k+1)th time;
  • K h soft pores are added to obtain the (k+1)th K d and ⁇ d ;
  • the entire process of adding soft pores is expressed as:
  • K uf and ⁇ uf are the bulk modulus and shear modulus of the high-frequency non-relaxed rock skeleton respectively.
  • K dry-hP is the bulk modulus of dry rock under higher pressure, ⁇ soft Is the plastic porosity at a given pressure; using formula (6), the shear modulus and bulk modulus of saturated rock under different pressures have the following relationship:
  • step 3 the petrophysical model modulus calculation formula is used to perform the point-by-point mapping dispersion correction of the acoustic wave curve according to the porosity, permeability and GR (gamma) curve division of the lithology and logging oil-water interpretation conclusions on the well ;
  • the main model parameters that need to be input are the lithology, porosity, permeability and pore structure distribution of the reservoir rock.
  • step 3 the lithology of the reservoir rock is judged by the GR (gamma) curve.
  • the corresponding mudstone baseline in the gamma curve represents mudstone, and the sandstone with a large variation range can be seen from the law obtained from low-frequency petrophysical testing.
  • the pore structure of mudstone is simple, and dry mudstone has basically no dispersion. There is no need to calibrate from logging frequency to seismic frequency.
  • the pore structure of tight reservoir sandstone is complex. When the soft pores are relatively developed, the dispersion amplitude is large. There is a big difference between the well frequency band velocity and the seismic frequency band velocity, and the amount of dispersion correction is large.
  • step 3 the permeability of the reservoir rock is calculated using the Kozeny-Carman relationship; the Kozeny-Carman formula is expressed as follows:
  • k is the permeability of the reservoir rock
  • is the pore curvature
  • d is the particle size of the constituent rock
  • is the porosity of the reservoir rock.
  • step 3 the determination of the distribution of pore results is to obtain the pore distribution characteristics of the reservoir sandstone through logging data. Because the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it is assumed that the pore structure has the same distribution characteristics, and the research is assumed The target interval of the reservoir has the same pore structure distribution characteristics as the test sample, and only a proportional correction is made according to the relative size of the porosity; the log data is used to obtain the pore distribution characteristics of the reservoir sandstone; it can be seen from the results of the petrophysical experiment, The characteristic frequencies of tight sandstones in the study area are mainly located in seismic frequency bands, and fluid-saturated rocks at logging frequencies represent high-frequency velocities; the velocity of reservoir rocks is determined by porosity and pore shape.
  • step 3 after the pore distribution characteristics of the reservoir section are obtained, the petrophysical model in step 2 is used to correct the pore fluid-related velocity dispersion effect; the correction amount is higher than that in the reservoir with more fractures.
  • the few reservoir sections show the effect of jet flow.
  • step 4 the synthetic record calibration is performed on the sonic curve after dispersion correction, and the side channel of the seismic well is compared with the synthetic seismic record. If the matching degree is high and the correlation coefficient is more than 80%, the sonic correction of the well is directly output If the matching degree is not high, return to the petrophysical model parameters for parameter correction, and then perform the point-by-point dispersion correction of the acoustic curve until the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%. .
  • the modified parameters include the aspect ratio of hard pores and the distribution range of aspect ratio of soft pores.
  • the logging and seismic velocity matching method based on seismic petrophysical experiment analysis in the present invention further improves the accuracy of well-seismic matching through the idea of iterative matching.
  • This method is based on the actual seismic frequency band petrophysical experiment results and petrophysical theoretical model. According to the changes of reservoir lithology, physical properties and fluid properties, the acoustic wave curve is mapped to the dispersion correction point by point, which has higher dispersion correction accuracy. , And then make synthetic records and compare them with side channels, and further iteratively modify the model parameters to make them more compatible with seismic records, which greatly improves the accuracy of well-seismic matching.
  • the conventional well-seismic matching method often stretches and compresses the acoustic synthetic record reflection horizon during the synthetic record calibration process to make it correspond to the actual seismic record reflection, which is called the closure error method and the ratio method.
  • the synthetic record corresponds to the overall “translation” of the seismic trace across the well, or the local “stretch” and “compression”, in order to optimize the correlation between the synthetic record and the seismic trace beside the well.
  • the disadvantage of this approach is that the physical meaning is not clear, and the larger extension or compression will change the time-depth relationship on the well, causing the seismic horizon and geological stratification to not correspond in depth.
  • the well-seismic matching correction method formed by this project not only eliminates the matching problem of seismic velocity and logging velocity on the scale, but also corrects the velocity dispersion problem caused by the large difference in frequency band between the two. It has a clear
  • the physical connotation and rock physics foundation have greatly improved the accuracy of well-seismic matching and calibration.
  • FIG. 1 is a flowchart of a specific embodiment of a method for matching logging and seismic velocity based on seismic rock physics experimental analysis of the present invention
  • Fig. 2 is a schematic diagram of a speed versus frequency curve obtained by a laboratory test in a specific embodiment of the present invention
  • Fig. 3 is a comparison diagram of the dispersion correction result of the multiple pore distribution petrophysical model of HG102 well and the correction result of a conventional well curve in a specific embodiment of the present invention
  • Figure 4 is a schematic diagram of synthetic seismic records from the original well curve of Well HG102 in a specific embodiment of the present invention
  • Fig. 5 is a schematic diagram of the synthetic seismic record of the HG102 well calibration well curve in a specific embodiment of the present invention.
  • Fig. 1 is a flow chart of the method for matching logging and seismic velocity based on seismic petrophysical experiment analysis of the present invention.
  • Step 101 Establish a curve of velocity versus frequency, that is, the law of velocity dispersion change, by analyzing the rock physics experiment in the seismic frequency band.
  • the target formation core is selected to carry out full-frequency (2-2000HZ, 1Mhz) petrophysical laboratory tests to measure the elastic parameters of different lithology, physical properties, and fluid-containing properties, including longitudinal wave velocity and transverse wave velocity at different frequency points.
  • the relationship curve between the speed and the frequency change is formed, and the difference between the speed corresponding to the seismic frequency band and the speed corresponding to the logging frequency band is quantitatively analyzed, and the correction amount for matching the logging and seismic speed is estimated.
  • the measurement and analysis show obvious changes in speed with frequency in the frequency range of 2 to 1000 Hz, and can better reflect the high and low frequency speed limit values.
  • the velocity change characteristics of the sample in the frequency range of 1 to 1000 Hz can be more accurately characterized, and the law of seismic dispersion can be accurately characterized.
  • Step 102 Construct a petrophysical model suitable for characterizing the dispersion characteristics of seismic frequency bands, that is, a microscopic jet petrophysical model with multiple pore distributions, and consider the influence of fluid relaxation in soft pores on its flexibility, which can reflect seismic wave-induced pores In particular, the jet flow formed by the compression and closure of soft pores.
  • the modulus calculation formula derivation process of this model is embodied as: taking the rock with only dry hard pores as the new equivalent matrix, its bulk modulus is K stiff (usually replaced by K h ), adding soft pores and considering soft pores and
  • K stiff usually replaced by K h
  • the medium equivalent modulus K mf and ⁇ mf can be calculated by the following formula under the influence of the fluid jet in the hard pores:
  • is the circular frequency
  • is the dynamic viscosity of the pore fluid
  • ⁇ c (P) is the porosity value of the soft pore under a certain effective pressure p
  • ⁇ d (p) is the aspect ratio of the rock medium under a certain effective pressure.
  • the second term at the right end can also be understood as adding soft pores with a specific aspect ratio and changing the bulk modulus K stiff under consideration of jetting. After considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the bulk modulus K sat and shear modulus ⁇ sat when the hard pores are fully saturated can be calculated by the following formula:
  • the aspect ratio of the soft pores in the actual rock cannot be a fixed value, but is continuously distributed within a certain range.
  • the influence of the soft pore jet flow can still be calculated by formulas for each discretized pore aspect ratio and corresponding porosity.
  • the K mf and ⁇ mf of the rock based on the pore distribution are calculated by iteratively adding the soft pores of each aspect ratio.
  • the value calculated by adding soft pores for the kth time will be regarded as the K h and ⁇ h added to the soft pores for the (k+1)th time;
  • K h soft pores are added to obtain the (k+1)th K d and ⁇ d .
  • the entire process of adding soft pores can be expressed as:
  • the total dispersion of elastic waves in rocks can be regarded as the comprehensive cumulative effect of the dispersion of soft pores in various aspect ratios. It is generally believed that when the saturated fluid has a low viscosity, the jet flow acts at the logging frequency or higher ultrasonic frequency. Through the analysis, it can be seen that considering the actual distribution characteristics of soft pores in rock media, the velocity value may have a non-negligible difference from the result of Gassmann equation even in the seismic frequency band. At the same time, there is a significant difference in velocity between the logging frequency band and the seismic frequency band.
  • the velocity dispersion based on the jet stream mechanism is the main cause of velocity dispersion due to uneven pore stiffness (caused by pores or cracks with different surface rates and differences in the arrangement of pores or cracks).
  • the viscous non-"relaxed" part of the pore space (the unbalanced part of pore pressure) is equal to the plastic pores closed under high pressure, and the elastic modulus of dry rock under high pressure is approximately equal to that when the rock is saturated with fluid and undrained. Modulus.
  • the modulus of the non-"relaxed" part can be obtained when the plastic porosity is known, and the results are as follows:
  • K uf and ⁇ uf are the bulk modulus and shear modulus of high-frequency non-"relaxed" rock skeleton, respectively, and K dry-hP is the bulk modulus of dry rock under higher pressure, ⁇ soft is the plastic porosity under a given pressure.
  • Step 103 Using the petrophysical model modulus calculation formula, according to the porosity, permeability and gamma curve on the well, the lithology divided by the gamma curve and the logging oil-water interpretation conclusions, carry out the point-by-point mapping dispersion correction of the acoustic wave curve;
  • the main model parameters that need to be input are the lithology, porosity, permeability, and pore structure distribution of the reservoir rock.
  • the lithology of the reservoir rock is mainly judged by the GR (gamma) curve.
  • the mudstone baseline in the gamma curve represents mudstone, and the sandstone with a large variation range.
  • the law obtained from the low-frequency petrophysical test shows: mudstone pore structure Single, dry mudstone has basically no frequency dispersion, and there is no need to calibrate the speed from logging frequency band to seismic frequency band.
  • the pore structure of tight reservoir sandstone is complicated. When soft pores (micro-fractures) are relatively developed, the dispersion amplitude is relatively large. There is a big difference between the well frequency band velocity and the seismic frequency band velocity, and the amount of dispersion correction is large.
  • the permeability of reservoir rocks is mainly calculated using the Kozeny-Carman relationship.
  • the Kozeny-Carman formula is expressed as follows:
  • the determination of the distribution of pore results is to obtain the pore distribution characteristics of the reservoir sandstone through logging data. Since the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it can be assumed that the pore structure has the same distribution characteristics, and the target layer of the studied reservoir is assumed The section and the test sample have the same pore structure distribution characteristics, and only a proportional correction is made according to the relative size of the porosity. Use logging data to obtain the pore distribution characteristics of the reservoir sandstone. It can be seen from the results of petrophysical experiments that the characteristic frequencies of tight sandstones in the study area are mainly located in seismic frequency bands, and fluid (water, oil) saturated rocks at logging frequencies represent high-frequency velocities. The velocity of the reservoir rock depends on the porosity and pore shape.
  • the petrophysical model in step 2 can be used to correct the velocity dispersion of the pore fluid.
  • the correction amount in the reservoir with more fractures is higher than that in the reservoir with less fractures, indicating the effect of jet flow.
  • Step 104 Perform synthetic record calibration on the sonic curve after dispersion correction, compare and analyze the side channel of the seismic well with the synthetic seismic record, if the matching degree is high (correlation coefficient above 80%), directly output the sonic correction speed of the well If the matching degree is not high, return to the petrophysical model parameters for parameter correction, and then carry out the point-by-point dispersion correction of the acoustic curve until the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%. Finally, the calibration curve results for all depths of the entire sonic logging curve are output.
  • the iterative matching process of the calibration of the sonic synthetic record after dispersion correction is: the side channel of the seismic well and the synthetic seismic record are compared and analyzed. If the matching degree is high (correlation coefficient above 80%), the sonic correction speed of the well is directly output. If the matching degree is not high, return to the petrophysical model parameters for parameter correction.
  • the corrected parameters include the aspect ratio of hard pores, the distribution range of soft pore aspect ratio, etc.
  • the point-by-point dispersion correction of the acoustic curve is performed until The iterative correction is terminated after the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%. Finally, the calibration curve results for all depths of the entire sonic logging curve are output.
  • the forward synthetic seismic record improves the consistency with the side channel of the well, and improves the quality of fine horizon calibration and small layer comparison.
  • the correlation coefficient of the seismic calibration increases from 0.55 of the original well curve to 0.83 of the ES model;
  • the deep-hour correspondence has been improved to a certain extent after speed correction.
  • the dispersion model given by the multi-porous jet rock physics theory can more accurately characterize the velocity change characteristics of the sample in the frequency range of 1 to 1000 Hz, and accurately characterize the law of seismic dispersion.
  • the modulus calculation formula derivation process of this model is embodied as: taking the rock with only dry hard pores as the new equivalent matrix, its bulk modulus is K stiff (usually replaced by K h ), adding soft pores and considering soft pores and
  • K stiff usually replaced by K h
  • the medium equivalent modulus K mf and ⁇ mf can be calculated by the following formula under the influence of the fluid jet in the hard pores:
  • is the circular frequency
  • is the dynamic viscosity of the pore fluid
  • ⁇ c (P) is the soft pore porosity under a certain effective pressure p
  • ⁇ d (p) is the aspect ratio of the rock medium under a certain effective pressure.
  • the second term at the right end can also be understood as adding soft pores with a specific aspect ratio and changing the bulk modulus K stiff under consideration of jetting. After considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the bulk modulus K sat and shear modulus ⁇ sat when the hard pores are fully saturated can be calculated by the following formula:
  • ⁇ sat (p, ⁇ ) ⁇ mf (p, ⁇ ).
  • the aspect ratio of the soft pores in the actual rock cannot be a fixed value, but is continuously distributed within a certain range.
  • the influence of the soft pore jet flow can still be calculated by formulas for each discretized pore aspect ratio and corresponding porosity.
  • the K mf and ⁇ mf of the rock based on the pore distribution are calculated by iteratively adding the soft pores of each aspect ratio.
  • the value calculated by adding soft pores for the kth time will be regarded as the K h and ⁇ h added to the soft pores for the (k+1)th time;
  • K h soft pores are added to obtain the (k+1)th K d and ⁇ d .
  • the entire process of adding soft pores can be expressed as:
  • the total dispersion of elastic waves in rocks can be regarded as the comprehensive cumulative effect of the dispersion of soft pores in various aspect ratios. It is generally believed that when the saturated fluid has a low viscosity, the jet flow acts at the logging frequency or higher ultrasonic frequency. Through the analysis of this article, it can be seen that considering the actual distribution characteristics of soft pores in rock media, the velocity value may have a non-negligible difference from the result of Gassmann equation even in the seismic frequency band. At the same time, there is a significant difference in velocity between the logging frequency band and seismic frequency .
  • the velocity dispersion based on the jet stream mechanism is the main cause of velocity dispersion due to uneven pore stiffness (caused by pores or cracks with different surface rates and differences in the arrangement of pores or cracks).
  • the viscous non-"relaxed" part of the pore space (the unbalanced part of pore pressure) is equal to the plastic pores closed under high pressure, and the elastic modulus of dry rock under high pressure is approximately equal to that when the rock is saturated with fluid and undrained. Modulus.
  • the modulus of the non-"relaxed" part can be obtained when the plastic porosity is known, and the results are as follows:
  • K uf and ⁇ uf are the bulk modulus and shear modulus of high-frequency non-"relaxed" rock skeleton, respectively, and K dry-hP is the bulk modulus of dry rock under higher pressure, ⁇ soft is the plastic porosity under a given pressure.
  • the main model parameters that need to be input are the lithology, porosity, permeability and pore structure distribution of the reservoir rock.
  • the lithology of the reservoir rock is mainly judged by the GR (gamma) curve.
  • the mudstone baseline in the gamma curve represents mudstone, and the sandstone with a large variation range.
  • the law obtained from the low-frequency petrophysical test shows: mudstone pore structure Single, dry mudstone has basically no frequency dispersion, and there is no need to calibrate the speed from logging frequency band to seismic frequency band.
  • the pore structure of tight reservoir sandstone is complicated. When soft pores (micro-fractures) are relatively developed, the dispersion amplitude is relatively large. There is a big difference between the well frequency band velocity and the seismic frequency band velocity, and the amount of dispersion correction is large.
  • the permeability of reservoir rocks is mainly calculated using the Kozeny-Carman relationship.
  • the Kozeny-Carman formula is expressed as follows:
  • the method for determining the distribution of pore results is that because the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it can be assumed that the pore structure has the same distribution characteristics, and the target interval of the studied reservoir and the test sample have the same pore structure distribution characteristics. Only make a proportional correction based on the relative porosity. Use logging data to obtain the pore distribution characteristics of the reservoir sandstone. It can be seen from the results of petrophysical experiments that the characteristic frequencies of tight sandstones in the study area are mainly located in seismic frequency bands, and fluid (water, oil) saturated rocks at logging frequencies represent high-frequency velocities. The velocity of the reservoir rock depends on the porosity and pore shape.
  • the pore fluid-related velocity dispersion can be corrected according to the experimental dispersion law and the calculation formula of the petrophysical model modulus of multiple pore distribution.
  • the sonic logging curves of Well HG102 and Well HG Deviated 101 were corrected and matched with seismic data using this method. Due to the influence of velocity dispersion, the original sonic logging velocity curve is difficult to match the seismic velocity.
  • the velocity dispersion correction method is used to reasonably correct the velocity of the logging frequency band to the seismic frequency band to achieve logging velocity and seismic velocity. As shown in Figure 3, after velocity dispersion correction, the original acoustic wave velocity curve generally moves to the low frequency band velocity on the left, and the velocity is reduced.
  • the ES model of the present invention According to the different lithology and fluid properties, the correction amount is different.
  • the mudstone correction amount is small, the velocity dispersion of the sandstone section of the reservoir is the largest, the correction amount is correspondingly larger, and the correction is more reasonable.
  • the speed correction amount of the present invention and the resonance Q value speed correction amount have similar values in the reservoir section, both of which make the logging speed correction to low speed, but the correction amount is higher than the fracture content in the reservoir position with more fractures. Fewer reservoir sections show the effect of jet flow.
  • the calibrated curve was calibrated by synthetic records to test the effect of well-seismic matching.
  • the seismic wavelet adopts zero-phase wavelet.
  • Figures 4 and 5 show the comparison of the synthetic record calibration of the original sonic log curve and the sonic curve after matching and correction of this patent.
  • the synthetic record of the original sonic curve is compared with the seismic profile.
  • Some reflection events in seismic records can correspond to the actual seismic profile, but there are also several sets of reflections that cannot correspond to the actual seismic profile, and the correlation coefficient of seismic calibration is not high.
  • the synthetic seismic record after the speed dispersion correction of the acoustic curve improves the consistency with the well side channel, and improves the fine horizon calibration and
  • the quality of the sub-layer comparison the correlation coefficient of well-seismic calibration increased from 0.55 of the original well curve to 0.83 of the petrophysical model correction of multiple pore distribution, and the accuracy of well-seismic matching has been significantly improved.
  • the velocity correction is deeper. -Time correspondence has been improved to a certain extent.
  • the logging and seismic velocity matching method based on seismic petrophysical experiment analysis of the present invention aims at improving the matching accuracy of sonic logging velocity and seismic velocity, and further improving the accuracy of synthetic record calibration, and proposes a rock physics based on seismic frequency band
  • the sound wave velocity dispersion correction method of experimental analysis and petrophysical model, and the idea of iterative matching has further improved the accuracy of well-seismic matching.
  • This method is based on the actual seismic frequency band petrophysical experiment results and petrophysical theoretical model. According to the changes of reservoir lithology, physical properties and fluid properties, the acoustic wave curve is mapped to the dispersion correction point by point, which has higher dispersion correction accuracy. , And then make synthetic records and compare them with side channels, and further iteratively modify the model parameters to make them more compatible with seismic records, which greatly improves the accuracy of well-seismic matching.

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Abstract

A logging and seismic speed matching method based on seismic petrophysical experiment analysis, comprising: step 1, establishing, by means of seismic frequency band petrophysical experiment analysis, a curve indicating the change of speed with frequency, i.e. the change rule of velocity frequency dispersion; step 2, constructing a petrophysical model suitable for characterizing dispersion features of a seismic frequency band; step 3, using a petrophysical model modulus calculation formula to perform point-by-point mapping dispersion correction on a sonic curve; and step 4, performing synthetic seismogram and calibration on the sonic curve subjected to dispersion correction, comparing the near-well seismic trace with the synthetic seismogram for analysis, and outputting a correction curve result of all depths of the whole sonic logging curve. Said method solves the problem of matching between seismic speed and logging speed in terms of scale, and corrects the speed dispersion caused by a large difference between seismic speed and logging speed in terms of a frequency band, having clear physical content and a petrophysical foundation, greatly improving the precision of well-to-seismic matching and calibration.

Description

基于地震岩石物理实验分析的测井与地震速度匹配方法Velocity matching method of logging and seismic based on seismic rock physics experiment analysis 技术领域Technical field
本发明涉及勘探地球物理技术领域,特别是涉及到一种基于地震岩石物理实验分析的测井与地震速度匹配方法。The invention relates to the technical field of exploration geophysics, in particular to a method for matching logging and seismic velocity based on seismic rock physics experiment analysis.
背景技术Background technique
反演与解释过程中,为实现地震资料与测井数据的结合与对比分析,通常采用的方法是对测井声波数据制作合成记录,采用合成记录标定地震资料,使得地震的时间层位信息与测井的深度以及岩性特征结合起来。然而,由于地表地震与声波测井在采集与处理等方面存在尺度、频率与传播路径的差异,使得声波测井所获得的地层速度与地面地震以及VSP等其他观测方案所获得的速度不一致。在进行井震匹配的过程中,要对测井数据进行编辑并校正,才可使合成记录与地震记录具有良好的对应关系。目前应用最为广泛的井震匹配方法是闭合差法与比值法。在实际工作中,闭合差法和比值法是将合成记录对应于过井地震道进行整体的“平移”,或进行局部的“拉伸”与“压缩”,以期使合成记录与井旁地震道的相关性达到最优。然而这种做法的缺陷在于物理意义并不明晰,In the process of inversion and interpretation, in order to achieve the combination and comparative analysis of seismic data and logging data, the usual method is to make synthetic records of logging acoustic data, and use synthetic records to calibrate the seismic data so that the time horizon information of the earthquake is The depth of logging and lithological characteristics are combined. However, due to the differences in scale, frequency and propagation path between surface seismic and sonic logging in acquisition and processing, the formation velocity obtained by sonic logging is inconsistent with the velocities obtained by surface seismic and other observation programs such as VSP. In the process of well-seismic matching, it is necessary to edit and correct the logging data so that the synthetic record and the seismic record have a good correspondence. At present, the most widely used well-seismic matching methods are the closure error method and the ratio method. In actual work, the closure error method and the ratio method are the overall "translation" of the synthetic record corresponding to the seismic trace through the well, or the partial “stretching” and “compression”, in order to make the synthetic record and the seismic trace beside the well The relevance is optimal. However, the disadvantage of this approach is that the physical meaning is not clear.
在声波速度曲线频散校正方面,常规的基于粘弹固体模型和谐振Q模型的声波曲线频散校正方法,虽然可以从物理机制上考虑波频散效应所造成的定量影响,从而合理的校正声波速度的频散比率,使之与地震波频段内的观测速度相匹配,从而在设计岩石物理理论模型的基础上,对提高井震匹配精度有一定作用。但这些方法都是给定一个特定的比例系数将测井速度校正到地震频率的速度,即假定储层岩石的频散特征是一致的。而由于储层岩石在纵向及横向上的物性(孔隙度、渗透率、孔隙结构)变化,造成其频散特征在每一点都有差异。需要根据储层岩性、物性和流体性质的变化来进行逐点映射的频散校正,才更为合理,更有效提高井震匹配的精度。因此,上述方法均存在一定缺陷和条件限制。In terms of the dispersion correction of the acoustic wave velocity curve, the conventional acoustic wave dispersion correction method based on the viscoelastic solid model and the resonant Q model, although the quantitative influence caused by the wave dispersion effect can be considered from the physical mechanism, so as to reasonably correct the acoustic wave The velocity dispersion ratio makes it match the observation velocity in the seismic wave frequency band, which has a certain effect on improving the accuracy of well-seismic matching based on the design of petrophysical theoretical models. But these methods are given a specific scale factor to correct the logging speed to the seismic frequency speed, that is, it is assumed that the dispersion characteristics of the reservoir rocks are consistent. However, due to changes in the physical properties (porosity, permeability, pore structure) of the reservoir rock in the vertical and horizontal directions, its dispersion characteristics are different at each point. It is more reasonable and more effective to improve the accuracy of well-seismic matching according to the changes of reservoir lithology, physical properties and fluid properties. Therefore, the above methods have certain defects and limitations.
实际工程中,声波测井的观测频率一般在2K~20KHz范围内,远高于常规地震勘探中的地震波频率(10-125Hz),显著的频率差异使测井声波与地面地震勘探激发的地震波在赋含流体的非均匀地层中的传播速度有明显差异。测井频带与地震频带较大的频带差异造成了两者在固有频散和散射频散中的较大差异,成为影响测井速度与地震速度匹配程度的关键因素,进一步影响了井震标定的精度,影响了地震解释 和储层反演的效果。因此声波测井资料解决井、震匹配问题的关键就是合理的调整声波测井速度来消除速度频散影响,并通过合成记录迭代修正的方法使之与地震速度更加匹配。常规的基于粘弹固体模型和谐振Q模型的声波曲线频散校正方法,虽然可以从物理机制上考虑波频散效应所造成的定量影响,从而合理的校正声波速度的频散比率,使之与地震波频段内的观测速度相匹配,从而在设计岩石物理理论模型的基础上实现井震匹配。但这些方法都是给定一个特定的比例系数将测井速度校正到地震频率的速度,即假定储层岩石的频散特征是一致的。而由于储层岩石在纵向及横向上的物性(孔隙度、渗透率、孔隙结构)变化,造成其频散特征在每一点都有差异。需要根据储层岩性、物性和流体性质的变化来进行逐点映射的频散校正,才更为合理,更有效提高井震匹配的精度。In actual engineering, the observation frequency of acoustic logging is generally in the range of 2K~20KHz, which is much higher than the frequency of seismic waves in conventional seismic exploration (10-125Hz). The significant frequency difference makes the acoustic waves of logging and the seismic waves excited by ground seismic exploration There are obvious differences in the propagation velocity in fluid-laden heterogeneous formations. The large frequency difference between the logging frequency band and the seismic frequency band causes a large difference in the natural frequency dispersion and the dispersion frequency of the two, which has become a key factor affecting the matching degree of logging speed and seismic speed, and further affects the seismic calibration. The accuracy affects the effect of seismic interpretation and reservoir inversion. Therefore, the key to sonic logging data to solve the well-seismic matching problem is to adjust the sonic logging speed reasonably to eliminate the influence of velocity dispersion, and to make it more compatible with the seismic velocity through the iterative correction method of synthetic records. The conventional sound wave curve dispersion correction method based on viscoelastic solid model and resonance Q model, although the quantitative influence caused by the wave dispersion effect can be considered from the physical mechanism, so as to reasonably correct the dispersion ratio of the sound wave speed to make it and The observation speed in the seismic wave frequency band is matched, so that the well-seismic matching can be realized on the basis of the design of the rock physics theoretical model. But these methods are given a specific scale factor to correct the logging speed to the seismic frequency speed, that is, it is assumed that the dispersion characteristics of the reservoir rocks are consistent. However, due to changes in the physical properties (porosity, permeability, pore structure) of the reservoir rock in the vertical and horizontal directions, its dispersion characteristics are different at each point. It is more reasonable and more effective to improve the accuracy of well-seismic matching according to the changes of reservoir lithology, physical properties and fluid properties.
为了提高声波测井速度与地震速度的匹配精度,进一步提高合成记录标定的精度。我们发明了一种新的基于地震岩石物理实验分析的测井与地震速度匹配方法,解决了以上技术问题。In order to improve the matching accuracy of sonic logging velocity and seismic velocity, the accuracy of synthetic record calibration is further improved. We invented a new method for matching logging and seismic velocity based on seismic rock physics experiment analysis, which solved the above technical problems.
发明内容Summary of the invention
本发明的目的是提供一种基于工区实际地震频带岩石物理实验结果和岩石物理理论模型,对声波曲线进行点对点的频散校正,而后制作合成记录与井旁道对比,通过迭代修正进一步提高井震匹配精度的基于地震岩石物理实验分析的测井与地震速度匹配方法。The purpose of the present invention is to provide a point-to-point dispersion correction of the acoustic curve based on the actual seismic frequency band petrophysical experiment results and petrophysical theoretical model, and then make a synthetic record and compare it with the well side channel, and further improve the well seismic through iterative correction A method of matching accuracy between logging and seismic velocity based on seismic rock physics experimental analysis.
本发明的目的可通过如下技术措施来实现:基于地震岩石物理实验分析的测井与地震速度匹配方法,该基于地震岩石物理实验分析的测井与地震速度匹配方法包括:步骤1,通过地震频带岩石物理实验分析来建立速度随频率的变化曲线,即速度频散变化规律;步骤2,构建适合表征地震频段频散特征的岩石物理模型;步骤3,利用岩石物理模型模量计算公式,进行声波曲线的逐点映射频散校正;步骤4,对频散校正后的声波曲线进行合成记录标定,将地震井旁道与合成地震记录进行对比分析,输出整条声波测井曲线所有深度的校正曲线结果。The purpose of the present invention can be achieved by the following technical measures: a method for matching logging and seismic velocity based on seismic rock physics experimental analysis, and the method for matching logging and seismic velocity based on seismic rock physics experimental analysis includes: Step 1, through seismic frequency band Analyze the rock physics experiment to establish the velocity change curve with frequency, that is, the velocity dispersion change law; step 2, build a rock physics model suitable for characterizing the frequency dispersion characteristics of the seismic frequency; step 3, use the rock physics model modulus calculation formula to perform acoustic waves Point-by-point mapping of the curve dispersion correction; step 4, perform synthetic record calibration on the sonic curve after dispersion correction, compare and analyze the side channel of the seismic well with the synthetic seismic record, and output the correction curve for all depths of the entire sonic logging curve result.
本发明的目的还可通过如下技术措施来实现:The purpose of the present invention can also be achieved through the following technical measures:
在步骤1中,选取目标地层岩心,开展全频带岩石物理实验室测试,测量不同岩性、物性、含流体性质时的弹性参数,包括不同频率点的纵波速度、横波速度;依据实验室测试结果,形成速度与频率变化的关系曲线,定量分析地震频段对应的速度和测井频段对应的速度的差异,估算得到测井与地震速度匹配的校正量。In step 1, select the target formation core, carry out the full-band petrophysical laboratory test, measure the elastic parameters of different lithology, physical properties, and fluid-containing properties, including the longitudinal wave speed and shear wave speed at different frequency points; according to the laboratory test results , To form the relationship curve between velocity and frequency change, quantitatively analyze the difference between the velocity corresponding to the seismic frequency band and the velocity corresponding to the logging frequency band, and estimate the correction amount for matching the logging and seismic velocity.
在步骤2中,将仅含干燥硬孔隙的岩石作为新的等效基质,其体积模量为K stiff,用K h替代,加入软孔隙并考虑软孔隙与硬孔隙中流体喷射流作用影响时介质等效模量K mf、μ mf通过如下公式计算: In step 2, the rock with only dry and hard pores is used as the new equivalent matrix, its bulk modulus is K stiff , replaced by K h , soft pores are added and the effect of the fluid jet in the soft and hard pores is considered. The medium equivalent modulus K mf and μ mf are calculated by the following formula:
Figure PCTCN2019000146-appb-000001
Figure PCTCN2019000146-appb-000001
Figure PCTCN2019000146-appb-000002
Figure PCTCN2019000146-appb-000002
式中ω为圆频率,η为孔隙流体动态粘度,p为岩石承受的有效压力,α c为孔隙纵横比大小,φ c(P)为一定有效压力p下的软孔隙的孔隙度大小,μ d(p)分别为一定有效压力下岩石介质中含有纵横比为α c和孔隙度φ c(p)的软孔隙时的干燥体积与剪切模量;右端第二项为加入特定纵横比的软孔隙并在考虑喷射作用下对体积模量K stiff改变;在考虑软孔隙作用后,剩余硬孔隙因其不可压缩性,在流体饱和后仍满足Gassmann方程,此时硬孔隙完全饱和时的体积模量K sat与剪切模量μ sat用如下公式计算: Where ω is the circular frequency, η is the dynamic viscosity of the pore fluid, p is the effective pressure of the rock, α c is the pore aspect ratio, φ c (P) is the porosity of the soft pore under a certain effective pressure p, μ d (p) are the dry volume and shear modulus when the rock medium contains soft pores with an aspect ratio of α c and porosity φ c (p) under a certain effective pressure; the second item on the right is the addition of a specific aspect ratio Soft pores change the bulk modulus K stiff under consideration of jetting action; after considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the volume of the hard pores is fully saturated The modulus K sat and shear modulus μ sat are calculated by the following formula:
Figure PCTCN2019000146-appb-000003
μ sat(p,ω)=μ mf(p,ω).                               (2)
Figure PCTCN2019000146-appb-000003
μ sat (p, ω) = μ mf (p, ω). (2)
在迭代加入软孔隙的过程中,除首次加入软孔隙以公式计算外,第k次加入软孔隙所计算的值,将视作第(k+1)次加入软孔隙的K h和μ h;而在K h基础上加入软孔隙即得第(k+1)次的K d和μ d;整个加入软孔隙的过程表述为: In the process of adding soft pores iteratively, in addition to adding soft pores for the first time, the value calculated by adding soft pores for the kth time will be regarded as the K h and μ h added to the soft pores for the (k+1)th time; On the basis of K h , soft pores are added to obtain the (k+1)th K d and μ d ; the entire process of adding soft pores is expressed as:
Figure PCTCN2019000146-appb-000004
Figure PCTCN2019000146-appb-000004
Figure PCTCN2019000146-appb-000005
Figure PCTCN2019000146-appb-000005
根据Betti互易定理,在已知塑性孔隙度的情况下求出非“弛豫”部分的模量,结果如下:According to the Betti reciprocity theorem, the modulus of the non-"relaxed" part is obtained when the plastic porosity is known, and the results are as follows:
Figure PCTCN2019000146-appb-000006
Figure PCTCN2019000146-appb-000006
Figure PCTCN2019000146-appb-000007
Figure PCTCN2019000146-appb-000007
公式(4)、(5)中K uf、μ uf分别为高频非弛豫岩石骨架体积模量和剪切模量,K dry-hP为较高压力下干燥岩石的体积模量,φ soft为给定压力下的塑性孔隙度;利用公式(6)得到饱和岩石在不同压力下其剪切模量和体积模量具有如下关系: In formulas (4) and (5), K uf and μ uf are the bulk modulus and shear modulus of the high-frequency non-relaxed rock skeleton respectively. K dry-hP is the bulk modulus of dry rock under higher pressure, φ soft Is the plastic porosity at a given pressure; using formula (6), the shear modulus and bulk modulus of saturated rock under different pressures have the following relationship:
Figure PCTCN2019000146-appb-000008
Figure PCTCN2019000146-appb-000008
在步骤3中,利用岩石物理模型模量计算公式,根据井上的孔隙度、渗透率和GR(伽马)曲线划分的岩性及测井油水解释结论,进行声波曲线的逐点映射频散校正;依据步骤2中所构建的多重孔隙分布的微观喷射流机制岩石物理模型,所需要输入的主要模型参数为储层岩石的岩性、孔隙度、渗透率以及孔隙结构分布。In step 3, the petrophysical model modulus calculation formula is used to perform the point-by-point mapping dispersion correction of the acoustic wave curve according to the porosity, permeability and GR (gamma) curve division of the lithology and logging oil-water interpretation conclusions on the well ; According to the petrophysical model of micro-jet mechanism with multiple pore distribution constructed in step 2, the main model parameters that need to be input are the lithology, porosity, permeability and pore structure distribution of the reservoir rock.
在步骤3中,储层岩石的岩性通过GR(伽玛)曲线来进行判别,伽马曲线中对应的泥岩基线表示泥岩,变化幅度大的则为砂岩,从低频岩石物理测试得到的规律可知:泥岩孔隙结构单一,干燥泥岩基本无频散,无需进行测井频段速度到地震频段速度的校正,而致密储层砂岩孔隙结构复杂,在软孔隙较为发育时,频散幅度较大,其测井频段速度与地震频带速度差别较大,频散校正量大。In step 3, the lithology of the reservoir rock is judged by the GR (gamma) curve. The corresponding mudstone baseline in the gamma curve represents mudstone, and the sandstone with a large variation range can be seen from the law obtained from low-frequency petrophysical testing. : The pore structure of mudstone is simple, and dry mudstone has basically no dispersion. There is no need to calibrate from logging frequency to seismic frequency. The pore structure of tight reservoir sandstone is complex. When the soft pores are relatively developed, the dispersion amplitude is large. There is a big difference between the well frequency band velocity and the seismic frequency band velocity, and the amount of dispersion correction is large.
在步骤3中,储层岩石的渗透率利用Kozeny-Carman关系式计算;Kozeny-Carman公式表示如下:In step 3, the permeability of the reservoir rock is calculated using the Kozeny-Carman relationship; the Kozeny-Carman formula is expressed as follows:
Figure PCTCN2019000146-appb-000009
Figure PCTCN2019000146-appb-000009
公式中k为储层岩石渗透率,τ为孔隙弯曲度,d为组成岩石颗粒粒径,Φ为储层岩石孔隙度。In the formula, k is the permeability of the reservoir rock, τ is the pore curvature, d is the particle size of the constituent rock, and Φ is the porosity of the reservoir rock.
在步骤3中,孔隙结果分布的确定是通过测井数据求取储层砂岩的孔隙分布特征,由于储层岩石主要经历相同的沉积与成岩过程,假定孔隙结构具有相同的分布特征,假定所研究储层目标层段与测试样品具有相同的孔隙结构分布特征,仅按孔隙度相对大小做一个比例校正;利用测井数据求取储层砂岩的孔隙分布特征;从岩石物理实验结果可以看出,研究区致密砂岩的特征频率主要位于地震频段,测井频率下流体饱和岩石则代表高频速度;储层岩石的速度决定于孔隙度及孔隙形状。In step 3, the determination of the distribution of pore results is to obtain the pore distribution characteristics of the reservoir sandstone through logging data. Because the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it is assumed that the pore structure has the same distribution characteristics, and the research is assumed The target interval of the reservoir has the same pore structure distribution characteristics as the test sample, and only a proportional correction is made according to the relative size of the porosity; the log data is used to obtain the pore distribution characteristics of the reservoir sandstone; it can be seen from the results of the petrophysical experiment, The characteristic frequencies of tight sandstones in the study area are mainly located in seismic frequency bands, and fluid-saturated rocks at logging frequencies represent high-frequency velocities; the velocity of reservoir rocks is determined by porosity and pore shape.
在步骤3中,得到储层段孔隙分布特征后,利用步骤2中的岩石物理模型对孔隙流体相关速度频散作用进行校正;在裂隙含量较多的储层位置校正量要高于裂隙含量较少的储层段,显示喷射流作用的影响。In step 3, after the pore distribution characteristics of the reservoir section are obtained, the petrophysical model in step 2 is used to correct the pore fluid-related velocity dispersion effect; the correction amount is higher than that in the reservoir with more fractures. The few reservoir sections show the effect of jet flow.
在步骤4中,对频散校正后的声波曲线进行合成记录标定,将地震井旁道与合成地震记录进行对比分析,如果匹配程度高,相关系数80%以上,则直接输出该井的声波校正速度,若匹配程度不高,则返回到岩石物理模型参数进行参数修正,再进行声波曲线的逐点频散校正,直到地震井旁道与合成地震记录的匹配相关系数达到80%后终止迭代修正。In step 4, the synthetic record calibration is performed on the sonic curve after dispersion correction, and the side channel of the seismic well is compared with the synthetic seismic record. If the matching degree is high and the correlation coefficient is more than 80%, the sonic correction of the well is directly output If the matching degree is not high, return to the petrophysical model parameters for parameter correction, and then perform the point-by-point dispersion correction of the acoustic curve until the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%. .
在步骤4中,修正的参数包括硬孔隙的纵横比、软孔隙纵横比分布范围。In step 4, the modified parameters include the aspect ratio of hard pores and the distribution range of aspect ratio of soft pores.
本发明中的基于地震岩石物理实验分析的测井与地震速度匹配方法,通过迭代匹配的思路进一步提高了井震匹配精度。该方法基于工区实际地震频带岩石物理实验结果和岩石物理理论模型,根据储层岩性、物性和流体性质的变化来对声波曲线进行逐点映射的频散校正,具有更高的频散校正精度,而后制作合成记录与井旁道对比,进一步迭代修正模型参数使之与地震记录更为匹配,大幅提高了井震匹配精度。而常规的井震匹配方法往往是在合成记录标定过程中对声波合成记录反射层位进行拉伸与压缩,使之与实际地震记录反射相对应,称之为闭合差法与比值法,即对合成记录对应于过井地震道进行整体的“平移”,或进行局部的“拉伸”与“压缩”,以期使合成记录与井旁地震道的相关性达到最优。然而这种做法的缺陷在于物理意义并不明确,并且较大幅度的拉伸或压缩会使改变井上的时深关系,造成地震层位与地质分层在深度上并不对应。而利用本项目形成的井震匹配校正方法,既消除了地震速度与测井速度在尺度上的匹配问题,又校正了两者在频带上的较大差异引起的速度频散问题,具有明确的物理内涵和岩石物理基础,大幅提高了井震匹配和标定的精度。The logging and seismic velocity matching method based on seismic petrophysical experiment analysis in the present invention further improves the accuracy of well-seismic matching through the idea of iterative matching. This method is based on the actual seismic frequency band petrophysical experiment results and petrophysical theoretical model. According to the changes of reservoir lithology, physical properties and fluid properties, the acoustic wave curve is mapped to the dispersion correction point by point, which has higher dispersion correction accuracy. , And then make synthetic records and compare them with side channels, and further iteratively modify the model parameters to make them more compatible with seismic records, which greatly improves the accuracy of well-seismic matching. The conventional well-seismic matching method often stretches and compresses the acoustic synthetic record reflection horizon during the synthetic record calibration process to make it correspond to the actual seismic record reflection, which is called the closure error method and the ratio method. The synthetic record corresponds to the overall “translation” of the seismic trace across the well, or the local “stretch” and “compression”, in order to optimize the correlation between the synthetic record and the seismic trace beside the well. However, the disadvantage of this approach is that the physical meaning is not clear, and the larger extension or compression will change the time-depth relationship on the well, causing the seismic horizon and geological stratification to not correspond in depth. The well-seismic matching correction method formed by this project not only eliminates the matching problem of seismic velocity and logging velocity on the scale, but also corrects the velocity dispersion problem caused by the large difference in frequency band between the two. It has a clear The physical connotation and rock physics foundation have greatly improved the accuracy of well-seismic matching and calibration.
附图说明Description of the drawings
图1为本发明的基于地震岩石物理实验分析的测井与地震速度匹配方法的一具体实施例的流程图;FIG. 1 is a flowchart of a specific embodiment of a method for matching logging and seismic velocity based on seismic rock physics experimental analysis of the present invention;
图2为本发明的一具体实施例中实验室测试得到的速度随频率变化曲线的示意图;Fig. 2 is a schematic diagram of a speed versus frequency curve obtained by a laboratory test in a specific embodiment of the present invention;
图3为本发明的一具体实施例中HG102井多重孔隙分布岩石物理模型频散校正结果与常规井曲线校正结果对比图;Fig. 3 is a comparison diagram of the dispersion correction result of the multiple pore distribution petrophysical model of HG102 well and the correction result of a conventional well curve in a specific embodiment of the present invention;
图4为本发明的一具体实施例中HG102井原始井曲线合成地震记录的示意图;Figure 4 is a schematic diagram of synthetic seismic records from the original well curve of Well HG102 in a specific embodiment of the present invention;
图5为本发明的一具体实施例中HG102井校正井曲线合成地震记录的示意图。Fig. 5 is a schematic diagram of the synthetic seismic record of the HG102 well calibration well curve in a specific embodiment of the present invention.
具体实施方式Detailed ways
为使本发明的上述和其他目的、特征和优点能更明显易懂,下文特举出较佳实施例,并配合附图所示,作详细说明如下。In order to make the above-mentioned and other objects, features and advantages of the present invention more obvious and understandable, preferred embodiments are listed below, which are illustrated in conjunction with the drawings, and are described in detail as follows.
如图1所示,图1为本发明的基于地震岩石物理实验分析的测井与地震速度匹配方法的流程图。As shown in Fig. 1, Fig. 1 is a flow chart of the method for matching logging and seismic velocity based on seismic petrophysical experiment analysis of the present invention.
步骤101:通过地震频带岩石物理实验分析来建立速度随频率的变化曲线,即速度频散变化规律。具体为选取目标地层岩心,开展全频带(2-2000HZ,1Mhz)岩石物理实验室测试,测量不同岩性、物性、含流体性质时的弹性参数,包括不同频率点的纵波速度、横波速度。依据实验室测试结果,形成速度与频率变化的关系曲线,定量分析地震频段对应的速度和测井频段对应的速度的差异,估算得到测井与地震速度匹配的校正量。测量分析在2~1000Hz频率范围表现出较为明显的速度随频率的变化,并能够较好的反映出出高、低频速度极限值。Step 101: Establish a curve of velocity versus frequency, that is, the law of velocity dispersion change, by analyzing the rock physics experiment in the seismic frequency band. Specifically, the target formation core is selected to carry out full-frequency (2-2000HZ, 1Mhz) petrophysical laboratory tests to measure the elastic parameters of different lithology, physical properties, and fluid-containing properties, including longitudinal wave velocity and transverse wave velocity at different frequency points. According to the laboratory test results, the relationship curve between the speed and the frequency change is formed, and the difference between the speed corresponding to the seismic frequency band and the speed corresponding to the logging frequency band is quantitatively analyzed, and the correction amount for matching the logging and seismic speed is estimated. The measurement and analysis show obvious changes in speed with frequency in the frequency range of 2 to 1000 Hz, and can better reflect the high and low frequency speed limit values.
根据多重孔隙的喷射流岩石物理理论给出的频散模型,可以较为准确的表征样品在1~1000Hz频率范围的速度变化特征,准确表征地震频散规律。According to the dispersion model given by the multi-porous jet rock physics theory, the velocity change characteristics of the sample in the frequency range of 1 to 1000 Hz can be more accurately characterized, and the law of seismic dispersion can be accurately characterized.
步骤102:构建适合表征地震频段频散特征的岩石物理模型,即多重孔隙分布的微观喷射流岩石物理理论模型,考虑软孔隙中流体弛豫作用对其柔度的影响,可以反映出地震波诱导孔隙中的流体流动,特别是软孔隙压缩闭合形成的喷射流作用。Step 102: Construct a petrophysical model suitable for characterizing the dispersion characteristics of seismic frequency bands, that is, a microscopic jet petrophysical model with multiple pore distributions, and consider the influence of fluid relaxation in soft pores on its flexibility, which can reflect seismic wave-induced pores In particular, the jet flow formed by the compression and closure of soft pores.
经典的Biot理论模型、Gassmann方程等认为地震频段的频散远小于2%,基本可以忽略。多重孔隙分布的微观喷射流岩石物理理论模型考虑了软孔隙中流体弛豫作用对其柔度的影响,其频散作用主要来自于地震波诱导孔隙中的流体流动,特别是软孔隙压缩闭合形成的喷射流作用。Classical Biot theoretical model, Gassmann equation, etc. believe that the dispersion of seismic frequency band is much less than 2%, which can basically be ignored. The micro-jet petrophysical model with multiple pore distribution takes into account the influence of fluid relaxation in soft pores on its flexibility. The dispersion effect mainly comes from the fluid flow in the pores induced by seismic waves, especially the compression and closure of soft pores. Jet stream effect.
该模型的模量计算公式推导过程体现为:将仅含干燥硬孔隙的岩石作为新的等效基质,其体积模量为K stiff(通常用K h替代),加入软孔隙并考虑软孔隙与硬孔隙中流体喷射流作用影响时介质等效模量K mf、μ mf可通过如下公式计算: The modulus calculation formula derivation process of this model is embodied as: taking the rock with only dry hard pores as the new equivalent matrix, its bulk modulus is K stiff (usually replaced by K h ), adding soft pores and considering soft pores and The medium equivalent modulus K mf and μ mf can be calculated by the following formula under the influence of the fluid jet in the hard pores:
Figure PCTCN2019000146-appb-000010
Figure PCTCN2019000146-appb-000010
Figure PCTCN2019000146-appb-000011
Figure PCTCN2019000146-appb-000011
式中ω为圆频率,η为孔隙流体动态粘度,φ c(P)为一定有效压力p下的软孔隙的孔隙度值,μ d(p)分别为一定有效压力下岩石介质中含有纵横比为α c和孔隙度φ c(p)的软孔隙时的干燥体积与剪切模量。右端第二项也可理解为加入特定纵横比的软孔隙并在考虑喷射作用下对体积模量K stiff改变。在考虑软孔隙作用后,剩余硬孔隙因其不可压缩性,在流体饱和后仍满足Gassmann方程,此时硬孔隙完全饱和时的体积模量K sat与剪切模量μ sat可用如下公式计算: Where ω is the circular frequency, η is the dynamic viscosity of the pore fluid, φ c (P) is the porosity value of the soft pore under a certain effective pressure p, and μ d (p) is the aspect ratio of the rock medium under a certain effective pressure. Is the dry volume and shear modulus of soft pores with α c and porosity φ c (p). The second term at the right end can also be understood as adding soft pores with a specific aspect ratio and changing the bulk modulus K stiff under consideration of jetting. After considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the bulk modulus K sat and shear modulus μ sat when the hard pores are fully saturated can be calculated by the following formula:
Figure PCTCN2019000146-appb-000012
Figure PCTCN2019000146-appb-000012
μ sat(p,ω)=μ mf(p,ω).         (2) μ sat (p, ω) = μ mf (p, ω). (2)
实际岩石中的软孔隙的纵横比不可能为一个固定值,向是在一定的范围内连续分布。在得到岩石中软孔隙纵横比值关于孔隙度的分布数据后,如果将其离散,则对每个离散后的孔隙纵横比与对应孔隙度仍可采用公式的方法计算软孔隙喷射流作用的影响。然后通过迭代加入各纵横比的软孔隙计算基于孔隙分布的岩石的K mf和μ mf。在迭代加入软孔隙的过程中,除首次加入软孔隙以公式计算外,第k次加入软孔隙所计算的值,将视作第(k+1)次加入软孔隙的K h和μ h;而在K h基础上加入软孔隙即得第(k+1)次的K d和μ d。整个加入软孔隙的过程可表述为: The aspect ratio of the soft pores in the actual rock cannot be a fixed value, but is continuously distributed within a certain range. After obtaining the distribution data of the soft pore aspect ratio in the rock with respect to the porosity, if it is discretized, the influence of the soft pore jet flow can still be calculated by formulas for each discretized pore aspect ratio and corresponding porosity. Then the K mf and μ mf of the rock based on the pore distribution are calculated by iteratively adding the soft pores of each aspect ratio. In the process of adding soft pores iteratively, in addition to adding soft pores for the first time, the value calculated by adding soft pores for the kth time will be regarded as the K h and μ h added to the soft pores for the (k+1)th time; On the basis of K h , soft pores are added to obtain the (k+1)th K d and μ d . The entire process of adding soft pores can be expressed as:
Figure PCTCN2019000146-appb-000013
Figure PCTCN2019000146-appb-000013
Figure PCTCN2019000146-appb-000014
Figure PCTCN2019000146-appb-000014
岩石中弹性波的总频散可视为各纵横比软孔隙频散作用的综合累积效应。通常认为,在饱和流体粘度较低的情况下,喷射流作用在测井频段或者更高的超声频段起作用。通过分析可以看出,考虑岩石介质软孔隙实际分布特征,即使在地震频段其速度值也可能与Gassmann方程结果有不可忽略的差异,同时测井频段与地震频段也存在较为明显的速度差异。The total dispersion of elastic waves in rocks can be regarded as the comprehensive cumulative effect of the dispersion of soft pores in various aspect ratios. It is generally believed that when the saturated fluid has a low viscosity, the jet flow acts at the logging frequency or higher ultrasonic frequency. Through the analysis, it can be seen that considering the actual distribution characteristics of soft pores in rock media, the velocity value may have a non-negligible difference from the result of Gassmann equation even in the seismic frequency band. At the same time, there is a significant difference in velocity between the logging frequency band and the seismic frequency band.
因此基于喷射流机制的速度频散由于孔隙刚度的不均匀(由不同面率的孔隙或裂隙以及孔隙或裂隙排布方向差异造成)是造成速度频散的主要原因。根据这个模型,孔隙空间的粘性非“弛豫”部分(孔压不平衡部分)与高压下闭合的可塑孔隙相等,同时干燥岩石在高压时的弹性模量近似等于岩石饱和流体且不排水时的模量。根据Betti互易定理,在已知塑性孔隙度的情况下可以求出非“弛豫”部分的模量,结果如下:Therefore, the velocity dispersion based on the jet stream mechanism is the main cause of velocity dispersion due to uneven pore stiffness (caused by pores or cracks with different surface rates and differences in the arrangement of pores or cracks). According to this model, the viscous non-"relaxed" part of the pore space (the unbalanced part of pore pressure) is equal to the plastic pores closed under high pressure, and the elastic modulus of dry rock under high pressure is approximately equal to that when the rock is saturated with fluid and undrained. Modulus. According to Betti's reciprocity theorem, the modulus of the non-"relaxed" part can be obtained when the plastic porosity is known, and the results are as follows:
Figure PCTCN2019000146-appb-000015
Figure PCTCN2019000146-appb-000015
Figure PCTCN2019000146-appb-000016
Figure PCTCN2019000146-appb-000016
公式(4)、(5)中K uf、μ uf分别为高频非“弛豫”岩石骨架体积模量和剪切模量,K dry-hP为较高压力下干燥岩石的体积模量,φ soft为给定压力下的塑性孔隙度。利用公式(6)可以得到饱和岩石在不同压力下其剪切模量和体积模量具有如下关系: In formulas (4) and (5), K uf and μ uf are the bulk modulus and shear modulus of high-frequency non-"relaxed" rock skeleton, respectively, and K dry-hP is the bulk modulus of dry rock under higher pressure, φ soft is the plastic porosity under a given pressure. Using formula (6), it can be obtained that the shear modulus and bulk modulus of saturated rock under different pressures have the following relationship:
Figure PCTCN2019000146-appb-000017
Figure PCTCN2019000146-appb-000017
步骤103:利用岩石物理模型模量计算公式,根据井上的孔隙度、渗透率和伽马曲线划分的岩性及测井油水解释结论,进行声波曲线的逐点映射频散校正;Step 103: Using the petrophysical model modulus calculation formula, according to the porosity, permeability and gamma curve on the well, the lithology divided by the gamma curve and the logging oil-water interpretation conclusions, carry out the point-by-point mapping dispersion correction of the acoustic wave curve;
依据步骤102中所构建的多重孔隙分布的微观喷射流机制岩石物理模型,所需要输入的主要模型参数为储层岩石的岩性、孔隙度、渗透率以及孔隙结构分布。According to the petrophysical model of the micro-jet mechanism with multiple pore distributions constructed in step 102, the main model parameters that need to be input are the lithology, porosity, permeability, and pore structure distribution of the reservoir rock.
储层岩石的岩性主要通过GR(伽玛)曲线来进行判别,伽马曲线中对应的泥岩基线表示泥岩,变化幅度大的则为砂岩,从低频岩石物理测试得到的规律可知:泥岩孔隙结构单一,干燥泥岩基本无频散,无需进行测井频段速度到地震频段速度的校正,而致密储层砂岩孔隙结构复杂,在软孔隙(微裂隙)较为发育时,频散幅度较大,其测井频段速度与地震频带速度差别较大,频散校正量大。The lithology of the reservoir rock is mainly judged by the GR (gamma) curve. The mudstone baseline in the gamma curve represents mudstone, and the sandstone with a large variation range. The law obtained from the low-frequency petrophysical test shows: mudstone pore structure Single, dry mudstone has basically no frequency dispersion, and there is no need to calibrate the speed from logging frequency band to seismic frequency band. However, the pore structure of tight reservoir sandstone is complicated. When soft pores (micro-fractures) are relatively developed, the dispersion amplitude is relatively large. There is a big difference between the well frequency band velocity and the seismic frequency band velocity, and the amount of dispersion correction is large.
储层岩石的渗透率主要利用Kozeny-Carman关系计算。Kozeny-Carman公式表示如下:The permeability of reservoir rocks is mainly calculated using the Kozeny-Carman relationship. The Kozeny-Carman formula is expressed as follows:
Figure PCTCN2019000146-appb-000018
Figure PCTCN2019000146-appb-000018
公式中τ为孔隙弯曲度(孔隙中两点流动距离与直线距离之比值,通常取为定值τ=3),d为组成岩石颗粒粒径(颗粒直径需要依据CT扫描图像结果,确定为80μm)。In the formula, τ is the pore curvature (the ratio of the flow distance between the two points in the pore and the straight line distance, usually taken as the fixed value τ = 3), and d is the particle size of the rock composition (the particle diameter needs to be determined as 80μm based on the CT scan image results ).
孔隙结果分布的确定是通过测井数据求取储层砂岩的孔隙分布特征,由于储层岩石主要经历相同的沉积与成岩过程,可假定孔隙结构具有相同的分布特征,假定所研究储层目标层段与测试样品具有相同的孔隙结构分布特征,仅按孔隙度相对大小做一个比例校正。利用测井数据求取储层砂岩的孔隙分布特征。从岩石物理实验结果可以看出,研究区致密砂岩的特征频率主要位于地震频段,测井频率下流体(水、油)饱和岩石则代表高频速度。储层岩石的速度决定于孔隙度及孔隙形状。The determination of the distribution of pore results is to obtain the pore distribution characteristics of the reservoir sandstone through logging data. Since the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it can be assumed that the pore structure has the same distribution characteristics, and the target layer of the studied reservoir is assumed The section and the test sample have the same pore structure distribution characteristics, and only a proportional correction is made according to the relative size of the porosity. Use logging data to obtain the pore distribution characteristics of the reservoir sandstone. It can be seen from the results of petrophysical experiments that the characteristic frequencies of tight sandstones in the study area are mainly located in seismic frequency bands, and fluid (water, oil) saturated rocks at logging frequencies represent high-frequency velocities. The velocity of the reservoir rock depends on the porosity and pore shape.
得到储层段孔隙分布特征后,可利用步骤2中的岩石物理模型对孔隙流体相关速度频散作用进行校正。在裂隙含量较多的储层位置校正量要高于裂隙含量较少的储层段,显示喷射流作用的影响。After obtaining the pore distribution characteristics of the reservoir section, the petrophysical model in step 2 can be used to correct the velocity dispersion of the pore fluid. The correction amount in the reservoir with more fractures is higher than that in the reservoir with less fractures, indicating the effect of jet flow.
步骤104:对频散校正后的声波曲线进行合成记录标定,将地震井旁道与合成地震记录进行对比分析,如果匹配程度高(相关系数80%以上),则直接输出该井的声波校正速度,若匹配程度不高,则返回到岩石物理模型参数进行参数修正,再进行声波曲线的逐点频散校正,直到地震井旁道与合成地震记录的匹配相关系数达到80%后终止迭代修正。最后输出整条声波测井曲线所有深度的校正曲线结果。Step 104: Perform synthetic record calibration on the sonic curve after dispersion correction, compare and analyze the side channel of the seismic well with the synthetic seismic record, if the matching degree is high (correlation coefficient above 80%), directly output the sonic correction speed of the well If the matching degree is not high, return to the petrophysical model parameters for parameter correction, and then carry out the point-by-point dispersion correction of the acoustic curve until the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%. Finally, the calibration curve results for all depths of the entire sonic logging curve are output.
频散校正后的声波合成记录标定迭代匹配过程为:将地震井旁道与合成地震记录进行对比分析,如果匹配程度高(相关系数80%以上),则直接输出该井的声波校正速度,若匹配程度不高,则返回到岩石物理模型参数进行参数修正,修正的参数包括硬孔隙的纵横比、软孔隙纵横比分布范围等,通过参数修正,再进行声波曲线的逐点 频散校正,直到地震井旁道与合成地震记录的匹配相关系数达到80%后终止迭代修正。最后输出整条声波测井曲线所有深度的校正曲线结果。The iterative matching process of the calibration of the sonic synthetic record after dispersion correction is: the side channel of the seismic well and the synthetic seismic record are compared and analyzed. If the matching degree is high (correlation coefficient above 80%), the sonic correction speed of the well is directly output. If the matching degree is not high, return to the petrophysical model parameters for parameter correction. The corrected parameters include the aspect ratio of hard pores, the distribution range of soft pore aspect ratio, etc. After parameter correction, the point-by-point dispersion correction of the acoustic curve is performed until The iterative correction is terminated after the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%. Finally, the calibration curve results for all depths of the entire sonic logging curve are output.
进行速度校正后正演合成地震记录提高了与井旁道的一致性,提高了精细层位标定和小层对比的质量,井震标定相关系数从原始井曲线的0.55增加至ES模型的0.83;但在深-时对应关系上,相对原始纵波井曲线而言,速度校正后深-时对应关系有了一定的提高。After speed correction, the forward synthetic seismic record improves the consistency with the side channel of the well, and improves the quality of fine horizon calibration and small layer comparison. The correlation coefficient of the seismic calibration increases from 0.55 of the original well curve to 0.83 of the ES model; However, in terms of the deep-hour correspondence, compared with the original longitudinal wave well curve, the deep-hour correspondence has been improved to a certain extent after speed correction.
在应用本发明的一具体实施例中,包括:In a specific embodiment applying the present invention, it includes:
(1)速度与频率变化规律建立(1) Establishment of the law of speed and frequency change
选取目标地层岩心,开展全频带(2-2000HZ,1Mhz)岩石物理实验室测试,测量不同岩性、物性、含流体性质时的弹性参数,包括不同频率点的纵波速度、横波速度。依据实验室测试结果,形成速度与频率变化的关系曲线,可以定量分析地震频段对应的速度和测井频段对应的速度的差异,估算得到测井与地震速度匹配的校正量。测量分析在2~1000Hz频率范围表现出较为明显的速度随频率的变化,并能够较好的反映出出高、低频速度极限值。Select target formation cores and carry out full-frequency (2-2000HZ, 1Mhz) petrophysical laboratory tests to measure elastic parameters of different lithology, physical properties, and fluid-bearing properties, including longitudinal wave velocity and transverse wave velocity at different frequency points. According to the laboratory test results, the relationship curve between the speed and the frequency change is formed, and the difference between the speed corresponding to the seismic frequency band and the speed corresponding to the logging frequency band can be quantitatively analyzed, and the correction amount for matching the logging and seismic speed can be estimated. The measurement and analysis show obvious changes in speed with frequency in the frequency range of 2 to 1000 Hz, and can better reflect the high and low frequency speed limit values.
如图2所示,根据多重孔隙的喷射流岩石物理理论给出的频散模型,可以较为准确的表征样品在1~1000Hz频率范围的速度变化特征,准确表征地震频散规律。As shown in Figure 2, the dispersion model given by the multi-porous jet rock physics theory can more accurately characterize the velocity change characteristics of the sample in the frequency range of 1 to 1000 Hz, and accurately characterize the law of seismic dispersion.
(2)声波曲线频散校正岩石物理模型(2) Acoustic curve dispersion correction rock physics model
经典的Biot理论模型、Gassmann方程等认为地震频段的频散远小于2%,基本可以忽略。而实际地震频段岩石物理测试的致密砂岩储层往往在地震频段就有非常明显的频散特征。其频散作用主要来自于地震波诱导孔隙中的流体流动,特别是软孔隙压缩闭合形成的喷射流作用。因此需要构建适合表征地震频段频散特征的岩石物理模型,而多重孔隙分布的微观喷射流岩石物理理论模型考虑了软孔隙中流体弛豫作用对其柔度的影响。Classical Biot theoretical model, Gassmann equation, etc. believe that the dispersion of seismic frequency band is much less than 2%, which can basically be ignored. The tight sandstone reservoirs tested by petrophysical tests in the actual seismic frequency band often have very obvious dispersion characteristics in the seismic frequency band. The dispersion effect mainly comes from the fluid flow in the pores induced by seismic waves, especially the jet stream formed by the compression and closure of soft pores. Therefore, it is necessary to construct a petrophysical model suitable for characterizing the dispersion characteristics of seismic frequency bands, and the micro-jet petrophysical model with multiple pore distribution takes into account the influence of fluid relaxation in soft pores on its flexibility.
该模型的模量计算公式推导过程体现为:将仅含干燥硬孔隙的岩石作为新的等效基质,其体积模量为K stiff(通常用K h替代),加入软孔隙并考虑软孔隙与硬孔隙中流体喷射流作用影响时介质等效模量K mf、μ mf可通过如下公式计算: The modulus calculation formula derivation process of this model is embodied as: taking the rock with only dry hard pores as the new equivalent matrix, its bulk modulus is K stiff (usually replaced by K h ), adding soft pores and considering soft pores and The medium equivalent modulus K mf and μ mf can be calculated by the following formula under the influence of the fluid jet in the hard pores:
Figure PCTCN2019000146-appb-000019
Figure PCTCN2019000146-appb-000019
Figure PCTCN2019000146-appb-000020
Figure PCTCN2019000146-appb-000020
式中ω为圆频率,η为孔隙流体动态粘度,φ c(P)为一定有效压力p下的软孔隙孔隙度,μ d(p)分别为一定有效压力下岩石介质中含有纵横比为α c和孔隙度φ c(p)的软孔隙时的干燥体积与剪切模量。右端第二项也可理解为加入特定纵横比的软孔隙并在考虑喷射作用下对体积模量K stiff改变。在考虑软孔隙作用后,剩余硬孔隙因其不可压缩性,在流体饱和后仍满足Gassmann方程,此时硬孔隙完全饱和时的体积模量K sat与剪切模量μ sat可用如下公式计算: Where ω is the circular frequency, η is the dynamic viscosity of the pore fluid, φ c (P) is the soft pore porosity under a certain effective pressure p, and μ d (p) is the aspect ratio of the rock medium under a certain effective pressure. The dry volume and shear modulus of soft pores with c and porosity φ c (p). The second term at the right end can also be understood as adding soft pores with a specific aspect ratio and changing the bulk modulus K stiff under consideration of jetting. After considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the bulk modulus K sat and shear modulus μ sat when the hard pores are fully saturated can be calculated by the following formula:
Figure PCTCN2019000146-appb-000021
Figure PCTCN2019000146-appb-000021
μ sat(p,ω)=μ mf(p,ω). μ sat (p, ω) = μ mf (p, ω).
实际岩石中的软孔隙的纵横比不可能为一个固定值,而是在一定的范围内连续分布。在得到岩石中软孔隙纵横比值关于孔隙度的分布数据后,如果将其离散,则对每个离散后的孔隙纵横比与对应孔隙度仍可采用公式的方法计算软孔隙喷射流作用的影响。然后通过迭代加入各纵横比的软孔隙计算基于孔隙分布的岩石的K mf和μ mf。在迭代加入软孔隙的过程中,除首次加入软孔隙以公式计算外,第k次加入软孔隙所计算的值,将视作第(k+1)次加入软孔隙的K h和μ h;而在K h基础上加入软孔隙即得第(k+1)次的K d和μ d。整个加入软孔隙的过程可表述为: The aspect ratio of the soft pores in the actual rock cannot be a fixed value, but is continuously distributed within a certain range. After obtaining the distribution data of the soft pore aspect ratio in the rock with respect to the porosity, if it is discretized, the influence of the soft pore jet flow can still be calculated by formulas for each discretized pore aspect ratio and corresponding porosity. Then the K mf and μ mf of the rock based on the pore distribution are calculated by iteratively adding the soft pores of each aspect ratio. In the process of adding soft pores iteratively, in addition to adding soft pores for the first time, the value calculated by adding soft pores for the kth time will be regarded as the K h and μ h added to the soft pores for the (k+1)th time; On the basis of K h , soft pores are added to obtain the (k+1)th K d and μ d . The entire process of adding soft pores can be expressed as:
Figure PCTCN2019000146-appb-000022
Figure PCTCN2019000146-appb-000022
Figure PCTCN2019000146-appb-000023
Figure PCTCN2019000146-appb-000023
岩石中弹性波的总频散可视为各纵横比软孔隙频散作用的综合累积效应。通常认为,在饱和流体粘度较低的情况下,喷射流作用在测井频段或者更高的超声频段起作用。通过本文的分析可以看出,考虑岩石介质软孔隙实际分布特征,即使在地震频段其速度值也可能与Gassmann方程结果有不可忽略的差异,同时测井频段与地震频段也存在较为明显的速度差异。The total dispersion of elastic waves in rocks can be regarded as the comprehensive cumulative effect of the dispersion of soft pores in various aspect ratios. It is generally believed that when the saturated fluid has a low viscosity, the jet flow acts at the logging frequency or higher ultrasonic frequency. Through the analysis of this article, it can be seen that considering the actual distribution characteristics of soft pores in rock media, the velocity value may have a non-negligible difference from the result of Gassmann equation even in the seismic frequency band. At the same time, there is a significant difference in velocity between the logging frequency band and seismic frequency .
因此基于喷射流机制的速度频散由于孔隙刚度的不均匀(由不同面率的孔隙或裂隙以及孔隙或裂隙排布方向差异造成)是造成速度频散的主要原因。根据这个模型,孔隙空间的粘性非“弛豫”部分(孔压不平衡部分)与高压下闭合的可塑孔隙相等,同时干燥岩石在高压时的弹性模量近似等于岩石饱和流体且不排水时的模量。根据Betti互易定理,在已知塑性孔隙度的情况下可以求出非“弛豫”部分的模量,结果如下:Therefore, the velocity dispersion based on the jet stream mechanism is the main cause of velocity dispersion due to uneven pore stiffness (caused by pores or cracks with different surface rates and differences in the arrangement of pores or cracks). According to this model, the viscous non-"relaxed" part of the pore space (the unbalanced part of pore pressure) is equal to the plastic pores closed under high pressure, and the elastic modulus of dry rock under high pressure is approximately equal to that when the rock is saturated with fluid and undrained. Modulus. According to Betti's reciprocity theorem, the modulus of the non-"relaxed" part can be obtained when the plastic porosity is known, and the results are as follows:
Figure PCTCN2019000146-appb-000024
Figure PCTCN2019000146-appb-000024
Figure PCTCN2019000146-appb-000025
Figure PCTCN2019000146-appb-000025
公式(4)、(5)中K uf、μ uf分别为高频非“弛豫”岩石骨架体积模量和剪切模量,K dry-hP为较高压力下干燥岩石的体积模量,φ soft为给定压力下的塑性孔隙度。利用公式(6)可以得到饱和岩石在不同压力下其剪切模量和体积模量具有如下关系: In formulas (4) and (5), K uf and μ uf are the bulk modulus and shear modulus of high-frequency non-"relaxed" rock skeleton, respectively, and K dry-hP is the bulk modulus of dry rock under higher pressure, φ soft is the plastic porosity under a given pressure. Using formula (6), it can be obtained that the shear modulus and bulk modulus of saturated rock under different pressures have the following relationship:
Figure PCTCN2019000146-appb-000026
Figure PCTCN2019000146-appb-000026
(3)基于岩石物理模型的声波曲线频散校正(3) Acoustic curve dispersion correction based on rock physics model
依据步骤2中所构建的多重孔隙分布的微观喷射流机制岩石物理模型,所需要输入的主要模型参数为储层岩石的岩性、孔隙度、渗透率以及孔隙结构分布。According to the petrophysical model of micro-jet mechanism with multiple pore distribution constructed in step 2, the main model parameters that need to be input are the lithology, porosity, permeability and pore structure distribution of the reservoir rock.
储层岩石的岩性主要通过GR(伽玛)曲线来进行判别,伽马曲线中对应的泥岩基 线表示泥岩,变化幅度大的则为砂岩,从低频岩石物理测试得到的规律可知:泥岩孔隙结构单一,干燥泥岩基本无频散,无需进行测井频段速度到地震频段速度的校正,而致密储层砂岩孔隙结构复杂,在软孔隙(微裂隙)较为发育时,频散幅度较大,其测井频段速度与地震频带速度差别较大,频散校正量大。The lithology of the reservoir rock is mainly judged by the GR (gamma) curve. The mudstone baseline in the gamma curve represents mudstone, and the sandstone with a large variation range. The law obtained from the low-frequency petrophysical test shows: mudstone pore structure Single, dry mudstone has basically no frequency dispersion, and there is no need to calibrate the speed from logging frequency band to seismic frequency band. However, the pore structure of tight reservoir sandstone is complicated. When soft pores (micro-fractures) are relatively developed, the dispersion amplitude is relatively large. There is a big difference between the well frequency band velocity and the seismic frequency band velocity, and the amount of dispersion correction is large.
储层岩石的渗透率主要利用Kozeny-Carman关系计算。Kozeny-Carman公式表示如下:The permeability of reservoir rocks is mainly calculated using the Kozeny-Carman relationship. The Kozeny-Carman formula is expressed as follows:
Figure PCTCN2019000146-appb-000027
Figure PCTCN2019000146-appb-000027
公式中τ为孔隙弯曲度(孔隙中两点流动距离与直线距离之比值,通常取为定值τ=3),d为组成岩石颗粒粒径(颗粒直径需要依据CT扫描图像结果,确定为80μm)。In the formula, τ is the pore curvature (the ratio of the flow distance between the two points in the pore and the straight line distance, usually taken as the fixed value τ = 3), and d is the particle size of the rock composition (the particle diameter needs to be determined as 80μm based on the CT scan image results ).
孔隙结果分布的确定方法是,由于储层岩石主要经历相同的沉积与成岩过程,可假定孔隙结构具有相同的分布特征,假定所研究储层目标层段与测试样品具有相同的孔隙结构分布特征,仅按孔隙度相对大小做一个比例校正。利用测井数据求取储层砂岩的孔隙分布特征。从岩石物理实验结果可以看出,研究区致密砂岩的特征频率主要位于地震频段,测井频率下流体(水、油)饱和岩石则代表高频速度。储层岩石的速度决定于孔隙度及孔隙形状。The method for determining the distribution of pore results is that because the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it can be assumed that the pore structure has the same distribution characteristics, and the target interval of the studied reservoir and the test sample have the same pore structure distribution characteristics. Only make a proportional correction based on the relative porosity. Use logging data to obtain the pore distribution characteristics of the reservoir sandstone. It can be seen from the results of petrophysical experiments that the characteristic frequencies of tight sandstones in the study area are mainly located in seismic frequency bands, and fluid (water, oil) saturated rocks at logging frequencies represent high-frequency velocities. The velocity of the reservoir rock depends on the porosity and pore shape.
得到储层段孔隙分布特征后,即可以根据实验频散规律和多重孔隙分布的岩石物理模型模量计算公式对孔隙流体相关速度频散作用进行校正。After the pore distribution characteristics of the reservoir section are obtained, the pore fluid-related velocity dispersion can be corrected according to the experimental dispersion law and the calculation formula of the petrophysical model modulus of multiple pore distribution.
应用本方法HG102井与HG斜101井的声波测井曲线进行了校正和井震匹配。原始声波测井速度曲线由于速度频散影响,其原始速度难以跟地震速度匹配,利用速度频散校正的方法合理地将测井频段的速度校正到地震频带下,可以实现测井速度与地震速度的匹配,如图3所示,经过速度频散校正,原始声波速度曲线普遍向左边的低频段速度移动,速度有所降低,与谐振Q模型的速度匹配校正方法相比,本发明的E-S模型的速度匹配校正方法,根据岩性和流体性质的不同,校正量有所不同,泥岩校正量小,储层砂岩段速度频散最大,校正量相应更大,校正更合理。本发明的速度校正量与谐振Q值速度校正量在储层段就有相近的量值,均使得测井速度向低速校正,但在裂隙含量较多的储层位置校正量要高于裂隙含量较少的储层段,显示喷射流作用的影响。对校正后的曲线分别进行合成记录标定,以检验井震匹配效果,地震子波采用零相位子波。图4和图5分别为原始声波测井曲线做合成记录标定和本专利匹配校正后的声波曲线做合成记录标定效果的对比,可以看出:原始声波曲线的合成记录与地震剖 面对比,其合成地震记录中的反射同相轴有些能与实际地震剖面对应,但也有几组反射与实际地震剖面不能对应,井震标定相关系数不高。而利用本专利匹配校正方法后的声波曲线合成地震记录标定结果可以看出,在进行声波曲线速度频散校正后的合成地震记录提高了与井旁道的一致性,提高了精细层位标定和小层对比的质量,井震标定相关系数从原始井曲线的0.55增加至多重孔隙分布的岩石物理模型校正的0.83,井震匹配精度得到明显提高,相对原始纵波井曲线而言,速度校正后深-时对应关系有了一定的提高。The sonic logging curves of Well HG102 and Well HG Deviated 101 were corrected and matched with seismic data using this method. Due to the influence of velocity dispersion, the original sonic logging velocity curve is difficult to match the seismic velocity. The velocity dispersion correction method is used to reasonably correct the velocity of the logging frequency band to the seismic frequency band to achieve logging velocity and seismic velocity. As shown in Figure 3, after velocity dispersion correction, the original acoustic wave velocity curve generally moves to the low frequency band velocity on the left, and the velocity is reduced. Compared with the velocity matching correction method of the resonance Q model, the ES model of the present invention According to the different lithology and fluid properties, the correction amount is different. The mudstone correction amount is small, the velocity dispersion of the sandstone section of the reservoir is the largest, the correction amount is correspondingly larger, and the correction is more reasonable. The speed correction amount of the present invention and the resonance Q value speed correction amount have similar values in the reservoir section, both of which make the logging speed correction to low speed, but the correction amount is higher than the fracture content in the reservoir position with more fractures. Fewer reservoir sections show the effect of jet flow. The calibrated curve was calibrated by synthetic records to test the effect of well-seismic matching. The seismic wavelet adopts zero-phase wavelet. Figures 4 and 5 show the comparison of the synthetic record calibration of the original sonic log curve and the sonic curve after matching and correction of this patent. It can be seen that the synthetic record of the original sonic curve is compared with the seismic profile. Some reflection events in seismic records can correspond to the actual seismic profile, but there are also several sets of reflections that cannot correspond to the actual seismic profile, and the correlation coefficient of seismic calibration is not high. Using the result of calibration of the synthetic seismic record of the acoustic curve after the matching correction method of this patent, it can be seen that the synthetic seismic record after the speed dispersion correction of the acoustic curve improves the consistency with the well side channel, and improves the fine horizon calibration and The quality of the sub-layer comparison, the correlation coefficient of well-seismic calibration increased from 0.55 of the original well curve to 0.83 of the petrophysical model correction of multiple pore distribution, and the accuracy of well-seismic matching has been significantly improved. Compared with the original P-wave well curve, the velocity correction is deeper. -Time correspondence has been improved to a certain extent.
本发明的基于地震岩石物理实验分析的测井与地震速度匹配方法,针对如何提高声波测井速度与地震速度的匹配精度,并进一步提高合成记录标定的精度,提出了一种基于地震频带岩石物理实验分析和岩石物理模型的声波速度频散校正方法,并通过迭代匹配的思路进一步提高了井震匹配精度。该方法基于工区实际地震频带岩石物理实验结果和岩石物理理论模型,根据储层岩性、物性和流体性质的变化来对声波曲线进行逐点映射的频散校正,具有更高的频散校正精度,而后制作合成记录与井旁道对比,进一步迭代修正模型参数使之与地震记录更为匹配,大幅提高了井震匹配精度。The logging and seismic velocity matching method based on seismic petrophysical experiment analysis of the present invention aims at improving the matching accuracy of sonic logging velocity and seismic velocity, and further improving the accuracy of synthetic record calibration, and proposes a rock physics based on seismic frequency band The sound wave velocity dispersion correction method of experimental analysis and petrophysical model, and the idea of iterative matching has further improved the accuracy of well-seismic matching. This method is based on the actual seismic frequency band petrophysical experiment results and petrophysical theoretical model. According to the changes of reservoir lithology, physical properties and fluid properties, the acoustic wave curve is mapped to the dispersion correction point by point, which has higher dispersion correction accuracy. , And then make synthetic records and compare them with side channels, and further iteratively modify the model parameters to make them more compatible with seismic records, which greatly improves the accuracy of well-seismic matching.

Claims (10)

  1. 基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,该基于地震岩石物理实验分析的测井与地震速度匹配方法包括:The logging and seismic velocity matching method based on seismic rock physics experiment analysis is characterized in that the logging and seismic velocity matching method based on seismic rock physics experiment analysis includes:
    步骤1,通过地震频带岩石物理实验分析来建立速度随频率的变化曲线,即速度频散变化规律;Step 1. Establish the velocity variation curve with frequency through the analysis of the rock physics experiment in the seismic frequency band, that is, the velocity dispersion variation law;
    步骤2,构建适合表征地震频段频散特征的岩石物理模型;Step 2: Construct a petrophysical model suitable for characterizing the dispersion characteristics of seismic frequency bands;
    步骤3,利用岩石物理模型模量计算公式,进行声波曲线的逐点映射频散校正;Step 3. Use the rock physics model modulus calculation formula to perform the point-by-point mapping dispersion correction of the acoustic wave curve;
    步骤4,对频散校正后的声波曲线进行合成记录标定,将地震井旁道与合成地震记录进行对比分析,输出整条声波测井曲线所有深度的校正曲线结果。Step 4: Perform synthetic record calibration on the sonic curve after dispersion correction, compare and analyze the side channel of the seismic well with the synthetic seismic record, and output the correction curve results for all depths of the entire sonic logging curve.
  2. 根据权利要求1所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤1中,选取目标地层岩心,开展全频带岩石物理实验室测试,测量不同岩性、物性、含流体性质时的弹性参数,包括不同频率点的纵波速度、横波速度;依据实验室测试结果,形成速度与频率变化的关系曲线,定量分析地震频段对应的速度和测井频段对应的速度的差异,估算得到测井与地震速度匹配的校正量。The method for matching logging and seismic velocity based on seismic petrophysical experiment analysis according to claim 1, characterized in that, in step 1, a target formation core is selected and a full-band petrophysical laboratory test is carried out to measure different lithology, The elastic parameters of physical properties and fluid-containing properties, including longitudinal wave velocity and shear wave velocity at different frequency points; based on laboratory test results, a relationship curve between velocity and frequency change is formed, and the velocity corresponding to the seismic frequency band and the velocity corresponding to the logging frequency band are quantitatively analyzed The difference between the logging and seismic velocities is estimated to obtain the correction amount.
  3. 根据权利要求1所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤2中,将仅含干燥硬孔隙的岩石作为新的等效基质,其体积模量为K stiff,用K h替代,加入软孔隙并考虑软孔隙与硬孔隙中流体喷射流作用影响时介质等效模量K mf、μ mf通过如下公式计算: The method for matching logging and seismic velocities based on seismic petrophysical experiment analysis according to claim 1, wherein in step 2, the rock with only dry hard pores is used as the new equivalent matrix, and its bulk modulus Is K stiff , replaced by K h , adding soft pores and considering the effect of the fluid jet in the soft pores and hard pores, the medium equivalent modulus K mf and μ mf are calculated by the following formula:
    Figure PCTCN2019000146-appb-100001
    Figure PCTCN2019000146-appb-100001
    Figure PCTCN2019000146-appb-100002
    Figure PCTCN2019000146-appb-100002
    式中ω为圆频率,η为孔隙流体动态粘度,p为岩石承受的有效压力,α c为孔隙纵横比大小,φ c(P)为一定有效压力p下的软孔隙的孔隙度大小,μ d(p)分别为一定有效压力下岩石介质中含有纵横比为α c和孔隙度φ c(p)的软孔隙时的干燥体积与剪切模量;右端第二项为加入特定纵横比的软孔隙并在考虑喷射作用下对体积模量K stiff改变;在考虑软孔隙作用后,剩余硬孔隙因其不可压缩性,在流体饱和 后仍满足Gassmann方程,此时硬孔隙完全饱和时的体积模量K sat与剪切模量μ sat用如下公式计算: Where ω is the circular frequency, η is the dynamic viscosity of the pore fluid, p is the effective pressure of the rock, α c is the pore aspect ratio, φ c (P) is the porosity of the soft pore under a certain effective pressure p, μ d (p) are the dry volume and shear modulus when the rock medium contains soft pores with an aspect ratio of α c and porosity φ c (p) under a certain effective pressure; the second item on the right is the addition of a specific aspect ratio Soft pores change the bulk modulus K stiff under consideration of jetting action; after considering the effect of soft pores, the remaining hard pores still satisfy the Gassmann equation after fluid saturation due to their incompressibility. At this time, the volume of the hard pores is fully saturated The modulus K sat and shear modulus μ sat are calculated by the following formula:
    Figure PCTCN2019000146-appb-100003
    Figure PCTCN2019000146-appb-100003
    μ sat(p,ω)=μ mf(p,ω).  (2) μ sat (p, ω) = μ mf (p, ω). (2)
    在迭代加入软孔隙的过程中,除首次加入软孔隙以公式计算外,第k次加入软孔隙所计算的值,将视作第(k+1)次加入软孔隙的K h和μ h;而在K h基础上加入软孔隙即得第(k+1)次的K d和μ d;整个加入软孔隙的过程表述为: In the process of adding soft pores iteratively, in addition to adding soft pores for the first time, the value calculated by adding soft pores for the kth time will be regarded as the K h and μ h added to the soft pores for the (k+1)th time; On the basis of K h , soft pores are added to obtain the (k+1)th K d and μ d ; the entire process of adding soft pores is expressed as:
    Figure PCTCN2019000146-appb-100004
    Figure PCTCN2019000146-appb-100004
    Figure PCTCN2019000146-appb-100005
    Figure PCTCN2019000146-appb-100005
    根据Betti互易定理,在已知塑性孔隙度的情况下求出非“弛豫”部分的模量,结果如下:According to the Betti reciprocity theorem, the modulus of the non-"relaxed" part is obtained when the plastic porosity is known, and the results are as follows:
    Figure PCTCN2019000146-appb-100006
    Figure PCTCN2019000146-appb-100006
    Figure PCTCN2019000146-appb-100007
    Figure PCTCN2019000146-appb-100007
    公式(4)、(5)中K uf、μ uf分别为高频非弛豫岩石骨架体积模量和剪切模量,K dry-hP为较高压力下干燥岩石的体积模量,φ soft为给定压力下的塑性孔隙度;利用公式(6)得到饱和岩石在不同压力下其剪切模量和体积模量具有如下关系: In formulas (4) and (5), K uf and μ uf are the bulk modulus and shear modulus of the high-frequency non-relaxed rock skeleton respectively. K dry-hP is the bulk modulus of dry rock under higher pressure, φ soft Is the plastic porosity at a given pressure; using formula (6), the shear modulus and bulk modulus of saturated rock under different pressures have the following relationship:
    Figure PCTCN2019000146-appb-100008
    Figure PCTCN2019000146-appb-100008
  4. 根据权利要求1所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤3中,利用岩石物理模型模量计算公式,根据井上的孔隙度、 渗透率和伽马曲线划分的岩性及测井油水解释结论,进行声波曲线的逐点映射频散校正;依据步骤2中所构建的多重孔隙分布的微观喷射流机制岩石物理模型,所需要输入的主要模型参数为储层岩石的岩性、孔隙度、渗透率以及孔隙结构分布。The method for matching logging and seismic velocity based on seismic petrophysical experiment analysis according to claim 1, characterized in that, in step 3, the petrophysical model modulus calculation formula is used, according to the porosity, permeability and galvanic uphole. The lithology and logging oil-water interpretation conclusions divided by the Ma curve, and the point-by-point mapping dispersion correction of the acoustic curve; according to the petrophysical model of the micro-jet mechanism with multiple pore distribution constructed in step 2, the main model parameters that need to be input It is the lithology, porosity, permeability and pore structure distribution of reservoir rocks.
  5. 根据权利要求4所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤3中,储层岩石的岩性通过伽玛曲线来进行判别,伽马曲线中对应的泥岩基线表示泥岩,变化幅度大的则为砂岩,从低频岩石物理测试得到的规律可知:泥岩孔隙结构单一,干燥泥岩基本无频散,无需进行测井频段速度到地震频段速度的校正,而致密储层砂岩孔隙结构复杂,在软孔隙较为发育时,频散幅度较大,其测井频段速度与地震频带速度差别较大,频散校正量大。The method for matching logging and seismic velocity based on seismic petrophysical experiment analysis according to claim 4, characterized in that, in step 3, the lithology of the reservoir rock is judged by a gamma curve, and the corresponding gamma curve The mudstone baseline represents mudstone, while sandstone has a large variation range. The law obtained from low-frequency petrophysical testing shows that the pore structure of mudstone is simple, and dry mudstone has basically no frequency dispersion, and there is no need to calibrate the logging frequency to seismic frequency. Tight reservoir sandstone has a complex pore structure. When the soft pores are relatively developed, the dispersion amplitude is relatively large, and the velocity in the logging frequency band is different from that in the seismic frequency band, and the dispersion correction amount is large.
  6. 根据权利要求5所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤3中,储层岩石的渗透率利用Kozeny-Carman关系计算;Kozeny-Carman公式表示如下:The method for matching logging and seismic velocity based on seismic petrophysical experiment analysis according to claim 5, wherein in step 3, the permeability of the reservoir rock is calculated using the Kozeny-Carman relationship; the Kozeny-Carman formula is expressed as follows :
    Figure PCTCN2019000146-appb-100009
    Figure PCTCN2019000146-appb-100009
    公式中k为储层岩石渗透率,τ为孔隙弯曲度,d为组成岩石颗粒粒径,Φ为储层岩石孔隙度。In the formula, k is the permeability of the reservoir rock, τ is the pore curvature, d is the particle size of the constituent rock, and Φ is the porosity of the reservoir rock.
  7. 根据权利要求6所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤3中,孔隙结果分布的确定是通过测井数据求取储层砂岩的孔隙分布特征,由于储层岩石主要经历相同的沉积与成岩过程,假定孔隙结构具有相同的分布特征,假定所研究储层目标层段与测试样品具有相同的孔隙结构分布特征,仅按孔隙度相对大小做一个比例校正;利用测井数据求取储层砂岩的孔隙分布特征;从岩石物理实验结果可以看出,研究区致密砂岩的特征频率主要位于地震频段,测井频率下流体饱和岩石则代表高频速度;储层岩石的速度决定于孔隙度及孔隙形状。The method for matching logging and seismic velocity based on seismic petrophysical experiment analysis according to claim 6, characterized in that, in step 3, the pore result distribution is determined by obtaining the pore distribution characteristics of the reservoir sandstone through logging data Because the reservoir rocks mainly undergo the same sedimentation and diagenesis process, it is assumed that the pore structure has the same distribution characteristics, and it is assumed that the target interval of the studied reservoir and the test sample have the same pore structure distribution characteristics, and only the relative size of the porosity is made. Proportion correction; use logging data to obtain the pore distribution characteristics of reservoir sandstone; from the petrophysical experiment results, it can be seen that the characteristic frequency of tight sandstone in the study area is mainly located in the seismic frequency band, and fluid-saturated rock at logging frequency represents high-frequency velocity ; The velocity of reservoir rocks is determined by porosity and pore shape.
  8. 根据权利要求7所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤3中,得到储层段孔隙分布特征后,利用步骤2中的岩石物理模型对孔隙流体相关速度频散作用进行校正;在裂隙含量较多的储层位置校正量要高于裂隙含量较少的储层段,显示喷射流作用的影响。The method for matching logging and seismic velocity based on seismic petrophysical experiment analysis according to claim 7, characterized in that, in step 3, after obtaining the pore distribution characteristics of the reservoir section, the petrophysical model in step 2 is used to compare the pores The fluid-related velocity dispersion is corrected; the correction amount in the reservoir with more fractures is higher than that in the reservoir with less fractures, showing the effect of jet flow.
  9. 根据权利要求1所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤4中,对频散校正后的声波曲线进行合成记录标定,将地震井旁道与合成地震记录进行对比分析,如果匹配程度高,相关系数80%以上,则直接 输出该井的声波校正速度,若匹配程度不高,则返回到岩石物理模型参数进行参数修正,再进行声波曲线的逐点频散校正,直到地震井旁道与合成地震记录的匹配相关系数达到80%后终止迭代修正。The method of logging and seismic velocity matching based on seismic petrophysical experiment analysis according to claim 1, wherein in step 4, synthetic recording calibration is performed on the acoustic curve after dispersion correction, and the side channel of the seismic well is Synthetic seismic records are compared and analyzed. If the matching degree is high and the correlation coefficient is more than 80%, the sound wave correction speed of the well will be directly output. If the matching degree is not high, return to the petrophysical model parameters for parameter correction, and then perform the sound wave curve Point-by-point dispersion correction, until the matching correlation coefficient between the side channel of the seismic well and the synthetic seismic record reaches 80%, iterative correction is terminated.
  10. 根据权利要求9所述的基于地震岩石物理实验分析的测井与地震速度匹配方法,其特征在于,在步骤4中,修正的参数包括硬孔隙的纵横比、软孔隙纵横比分布范围。The method of logging and seismic velocity matching based on seismic petrophysical experiment analysis according to claim 9, characterized in that, in step 4, the modified parameters include the aspect ratio of hard pores and the distribution range of aspect ratio of soft pores.
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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6324477B1 (en) * 2000-03-01 2001-11-27 Apache Corporation System for processing well log data
CN101487898A (en) * 2009-02-27 2009-07-22 中国石油集团川庆钻探工程有限公司 Method for identifying oil, gas and water by longitudinal wave seismic exploration post-stack data
CN104345347A (en) * 2013-07-23 2015-02-11 中国石油化工股份有限公司 Logging curve recovery method used for compact gas-containing sandstone reservoir prediction
CN104570079A (en) * 2013-10-29 2015-04-29 中国石油化工股份有限公司 Time matching method of longitudinal wave and converted shear wave seismic data
CN104570110A (en) * 2013-10-29 2015-04-29 中国石油化工股份有限公司 Multi-component data joint speed analysis method based on longitudinal and horizontal wave matching
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
CN105425298A (en) * 2015-11-11 2016-03-23 中国石油天然气集团公司 Method and device for eliminating numerical frequency dispersion in finite difference forward process
CN106353794A (en) * 2015-07-17 2017-01-25 中国石油化工股份有限公司 Method for correcting micro-seismic velocity models on basis of relative first arrival matching errors
CN106405651A (en) * 2016-11-14 2017-02-15 中国石油化工股份有限公司 Logging-matching-based method for constructing full-waveform inversion initial model
CN108957580A (en) * 2017-05-22 2018-12-07 中国石油化工股份有限公司 A kind of method of inverting shale formation pore structure

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102445709B (en) * 2010-10-14 2013-10-23 中国石油大学(北京) Full frequency band velocity prediction model related to pore structure
WO2014084751A1 (en) * 2012-11-30 2014-06-05 Schlumberger Holdings Limited A method for processing acoustic waveforms
CN104570084B (en) * 2013-10-29 2018-01-05 中国石油化工股份有限公司 Across yardstick earthquake rock physicses attenuation model and the method for prediction decay and frequency dispersion
US10191167B2 (en) * 2015-06-30 2019-01-29 Halliburton Energy Services, Inc. Correcting the effects of deviation and dispersion on sonic log measurements of deviated wells in laminated formations
CN108562938B (en) * 2018-03-23 2019-09-06 中国石油天然气股份有限公司 Method, device and system for eliminating frequency dispersion effect

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6324477B1 (en) * 2000-03-01 2001-11-27 Apache Corporation System for processing well log data
CN101487898A (en) * 2009-02-27 2009-07-22 中国石油集团川庆钻探工程有限公司 Method for identifying oil, gas and water by longitudinal wave seismic exploration post-stack data
CN104345347A (en) * 2013-07-23 2015-02-11 中国石油化工股份有限公司 Logging curve recovery method used for compact gas-containing sandstone reservoir prediction
CN104570079A (en) * 2013-10-29 2015-04-29 中国石油化工股份有限公司 Time matching method of longitudinal wave and converted shear wave seismic data
CN104570110A (en) * 2013-10-29 2015-04-29 中国石油化工股份有限公司 Multi-component data joint speed analysis method based on longitudinal and horizontal wave matching
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
CN106353794A (en) * 2015-07-17 2017-01-25 中国石油化工股份有限公司 Method for correcting micro-seismic velocity models on basis of relative first arrival matching errors
CN105425298A (en) * 2015-11-11 2016-03-23 中国石油天然气集团公司 Method and device for eliminating numerical frequency dispersion in finite difference forward process
CN106405651A (en) * 2016-11-14 2017-02-15 中国石油化工股份有限公司 Logging-matching-based method for constructing full-waveform inversion initial model
CN108957580A (en) * 2017-05-22 2018-12-07 中国石油化工股份有限公司 A kind of method of inverting shale formation pore structure

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