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Research and application of seismic porosity inversion method for carbonate reservoir based on Gassmann’s equation

  • Kaiyuan Liu EMAIL logo , Li Qin , Xi Zhang , Liting Liu , Furong Wu and Le Li
Published/Copyright: January 29, 2021
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Abstract

Carbonate rocks frequently exhibit less predictable seismic attribute–porosity relationships because of complex and heterogeneous pore geometry. Pore geometry plays an important role in carbonate reservoir interpretation, as it influences acoustic and elastic characters. So in porosity prediction of carbonate reservoirs, pore geometry should be considered as a factor. Thus, based on Gassmann’s equation and Eshelby–Walsh ellipsoidal inclusion theory, we introduced a parameter C to stand by pore geometry and then deduced a porosity calculating expression from compressional expression of Gassmann’s equation. In this article, we present a porosity working flow as well as calculate methods of every parameter needed in the porosity inverting equation. From well testing and field application, it proves that the high-accuracy method is suitable for carbonate reservoirs.

1 Introduction

Porosity is one of the most important parameters in predicting reservoirs of oil and gas exploration to describe the capacity of reservoir storage. Thus, inverting porosity from seismic data makes it more critical in oil and gas exploration. This article attempts to invert porosity based on seismic data.

Many parameters, such as pore size, aspect-ratio, tortuosity, and pore complexity, play important roles in the relationship between porosity and p-wave velocity [1]. Acoustic velocity in carbonates has been verified to be dependent on pore geometry [2,3,4,5]. Acoustic wave velocity is not only correlated with porosity but more with pore geometry through experimental measurement of carbonate rock samples [6,7]. Carbonate rocks with different pore geometries have quite different acoustic velocities and permeabilities [8,9]. The exact relationship was proposed between pore geometry and acoustic attributes through digital image analysis using cross-polarized light [10,11]. Recent studies have claimed that the main geometric variable of interest is the pore aspect ratio ( α ), which is statistically computed from images by the ratio between the longest and the shortest semi-axes of the ellipse that encloses the pore [12,13]. Permeability, porosity, and acoustic properties are influenced greatly by pore–space parameters of carbonate rocks from X-ray tomography images and digital image analysis [14,15]. Pore sizes, tortuosity, and edginess of the pore are more important in affecting the rock stiffness, and thus the acoustic behavior of carbonates [16]. In one word, pore geometry is important for carbonate porosity inversion.

Nowadays, there are two main methods to inverse porosity. First, the time–average relationship (TAR) [17] and improved version [18] provide us with linear methods to achieve inverse porosity. Then the numbers of relationships were proposed to inverse porosity in complicated situations [19,20,21,22]. Anyway, in fact we do cross-plot fittings between porosity and other elastic attributes to get the corresponding relationships to a specified survey, as carbonate rocks frequently exhibit less predictable velocity–porosity relationships compared to those found in siliciclastics because of complex and heterogeneous pore structures [16]. Second, a calculating method based on Biot theory [23], which need not calculate well data and 3D seismic data, but we must calculate so many parameters, making it hard to widely use the method. The nonlinear method like neural networks’ ANN group method of data handling [24], multiple linear regression based on seismic attributes, etc., are practical but unsuitable [25,26], because they do not consider influencing factors like pore geometry [27]. In our work, we approach a new less parameter needed method based on Gassmann’s equation with the influence of the pore geometry. Through well-predicting experiments and survey application, we can get good correlation to the actual well data, which proves that our method is suitable and effective.

2 Methods

2.1 Eshelby–Walsh ellipsoidal inclusion theory

The ellipsoidal inclusion theory for dry rocks [28] simulated pore as an elastic ellipsoidal inclusion in rocks and is supposed that a region within an isotropic elastic solid undergoes change of form. In particular, if the region is an ellipsoid, the strain inside it is uniform and may be expressed in terms of tabulated elliptic integrals. An ellipsoidal region in an infinite medium has elastic constants different from those of the rest of the material. And a fundamental form of rock matrix parameters expression based on the Eshelby’s theory is as given below [29].

(1) β D = β s 1 + m η α μ D = μ s 1 1 + n η α

where β D and β s are compressibility of dry rock and rock matrix, respectively; η is rock porosity; μ D and μ s are shear modulus of rock and rock matrix, respectively; m, n, and α are nondimensional positive constants related with the shape and property of rocks. α is the aspect ratio, the expression for m and n is described below, and K S and μ S are the matrix elastic parameters.

(2) m = K S ( 2 K S + 4 μ S ) / [ π μ S ( 3 K S + μ S ) ] n = π 15 8 ( 3 K S + 4 μ S ) 3 K S + 2 μ S + 4 ( 3 K S + 4 μ S ) 3 K S + μ S

And there is a relation table between Possion’s ratio and m and n as shown in Table 1 when the Possion’s ratio is at the range of 0.15 σ 0.40 .

Table 1

The relationship table between Possion’s ratio and m and n [30]

σ 0.15 0.2 0.25 0.3 0.35 0.4
m 1.20 1.10 0.99 0.86 0.72 0.54
n 0.38 0.36 0.34 0.33 0.31 0.29

2.2 Gassmann’s equation and the deduction of porosity inversion method

The most famous Gassmann’s equation [31] using rock compressibility coefficients is expressed as follows.

(3) 1 β E β s = 1 β D β s + 1 ( β p β s ) η

where β E is the rock saturated fluid equivalent compression coefficient, β s is the rock matrix compression coefficient, β D is the dry rock compression coefficient, β p is the rock pore fluid compression coefficient, and η is the rock porosity.

Gassmann’s equation is suitable for processing seismic data because of its low-frequency assumption. It can be used for fluid substitution as well as porosity inversion, but they have different purpose and calculation flow.

In case of diphasic medium, compressibility of pore fluid is much bigger than that of rock matrix, especially in the deep area where the carbonate reservoir has high pressure and small compressibility (Figure 1), and so we can take β p approximate to β p β s , which has approved high precision to calculate the rock matrix compression coefficient [32], then we can get the expression from (3).

(4) 1 β E β s = 1 β D β s + 1 β p η

Figure 1 
                  Comparison of the rock compression coefficient in different conditions [30].
Figure 1

Comparison of the rock compression coefficient in different conditions [30].

Figure 2 
                  Rock slice photo by microscope, with ellipsoidal pore shape.
Figure 2

Rock slice photo by microscope, with ellipsoidal pore shape.

Figure 3 
                  The predicting porosity working flow.
Figure 3

The predicting porosity working flow.

Then replacement of β s with β D from the expression (1), we get the following expression.

(5) 1 β E β s = 1 β s m α η + 1 β p η

Thus, we get the expression to calculate rock porosity:

(6) η = C β s + 1 β p ( β E β s )

where C = α / m is called the rock pore geometry coefficient.

2.3 Calculation of parameters and working flow of the porosity inversion

From the rock porosity expression (6), we can see it needs to calculate some parameters such as β s , β p , β E , and C, which can be gained from the log data certainly to calculate the porosity.

  1. β s , the rock matrix compression coefficient, can be calculated in 2 ways that mentioned as below, which means we only calculate one point value to instead the value of the whole well with depth [33].

    A linear equation can be transformed from expression (6) as follows.

    (7) η = β E 1 β p + C β s β s β p + C = A β E B

    Expression (7) is the linear relation between the rock saturated fluid equivalent compression coefficient and the rock porosity. Where

    (8) A = 1 β p + C β s B = β s 1 β p + C β s

    Then β s = B / A can be deduced from the expression (8).

    However, there is a small problem with the calculating method as upper described. With the depth going down, the lithology is changing in the actual situation, so the linear method of calculating the one-point value instead of a string of values is not suitable for the actual situation. So we employed a method [34] to calculate a string of values corresponding to the logs of wells, which is more suitable to invert porosity. The method is stated as follows.

    We take f 1 as the liquid part of Gassmann’s equation

    f 1 = β 2 M = 1 K dry K S η K f l + 1 η K S K dry K S 2

    And which can also be expressed as a liquid part of Russell’s expression

    f 2 = Z p 2 c Z s 2 ρ sat

    where Z p and Z s are p-wave and s-wave impedance, respectively, c is a constant, when f 1 f 2 < B , B is an initial small value, we can get a string of β s values.

  2. β p , the rock pore fluid compression coefficient, can be calculated by the following expression and with the saturated water log data [35], where H is the depth.

    (9) β oil = 1 1.19 0.362 H + 0.042 H 2 β gas = 1 0.00014 + 0.00946 H + 0.00145 H 2 β w ater = 1 2.02 + 0.304 H 0.0572 H 2

  3. β E , the rock saturated fluid equivalent compression coefficient, can be calculated by elastic parameters as v p , v s , ρ inversed by prestacked seismic data, and the calculation expression is as described below.

    (10) β E = 1 ρ v p 2 4 3 v s 2

  4. C, the rock pore geometry parameter, is generally calculated by the expression C = α / m , and C is always constant, but in reality C must be verified with the change in the lithology and pore geometry type. We calculate C by expression (6) and the log data without calculating m and α , thus C is more accurate to inverse porosity than when it is a constant. The calculating expression is as described below.

    (11) C = β s η β p β E + β s ( β E β s ) β p

  5. Aspect ratio and the final form of porosity calculating expression.

    In general, we do statistical analysis by observing the zoomed rock slice under microscope to take an average of the aspect ratio α = b / a in different wells, where the pore shape shows as an ellipse (Figure 2), and then calculate m based on the relation between m and Possion’s ratio (see expression 2), finally we get the value of C. From these works, we have known that the range of m is [0.54, 1.2] from the result of rock physics testing analysis. To carbonate reservoir, there is no prospecting meaning as the aspect ratio is smaller than 0.072, which means the pore is approaching a tiny micro-fracture, and this situation is not suitable for reserving oil and gas. But for good reservoirs, the range of the aspect ratio is [0.12, 1], and the expression C β s + 1 β p C β s can meet the condition, where 1 β p makes tiny influence on the result of the expression C β s + 1 β p . Thus, the final porosity calculating expression can be reduced to:

    (12) η = C β s ( β E β s )

  6. Working flow

We get all of the necessary parameters with which we can predict the porosity of other wells or a certain survey using the calculating expression (13). And the working flow is described in Figure 3.

3 Results

3.1 Well testing

To test the porosity prediction method, we chose one well whose shear wave slowness was measured and neutron porosity and water saturated log data are to be interpreted yet. Then we calculated the rock pore geometry parameter C and predicted the porosity data of another well nearby. We take the first well named H1-1 to predict the porosity of the second well named H1-2. Following the working flow, we calculate the rock matrix compressibility β s = 0.00928 by cross-plot fitting (Figure 4a) and using the string-calculating method to calculate a string of β s (Figure 5) and also calculate the rock pore geometry coefficient C (Figure 6) and do cross-plot fittings between C and other elastic parameters like bulk modulus, P-wave modulus, Possion’s ratio, and so on (Figure 4b–d); thus, we get the parameter β E , which is of high correlation to the calculated parameter C and then we can calculate C of the second well H1-2.

Figure 4 
                  (a) The cross-plot between 
                        
                           
                           
                              
                                 
                                    β
                                 
                                 
                                    E
                                 
                              
                           
                           {\beta }_{\text{E}}
                        
                      and the measured porosity of well H1-1, (b) the cross-plot between 
                        
                           
                           
                              
                                 
                                    β
                                 
                                 
                                    E
                                 
                              
                           
                           {\beta }_{\text{E}}
                        
                      and the pore geometry parameter C. (c) the cross-plot between compressional wave modulus and the pore geometry parameter C.
Figure 4

(a) The cross-plot between β E and the measured porosity of well H1-1, (b) the cross-plot between β E and the pore geometry parameter C. (c) the cross-plot between compressional wave modulus and the pore geometry parameter C.

Figure 5 
                  The calculating result of 
                        
                           
                           
                              
                                 
                                    β
                                 
                                 
                                    s
                                 
                              
                           
                           {\beta }_{\text{s}}
                        
                      of the well H1-1.
Figure 5

The calculating result of β s of the well H1-1.

Figure 6 
                  The calculating result of C of the well H1-1.
Figure 6

The calculating result of C of the well H1-1.

Thus, we calculate the porosity of the second well H1-2, and the result is shown in Figure 7 as a comparison with the traditional TAR method. We can see that our method has better predicting effect.

Figure 7 
                  Comparison of the predicting porosity result between the new method and the traditional method.
Figure 7

Comparison of the predicting porosity result between the new method and the traditional method.

3.2 Field application

Taking the porosity inversion of a survey in China Sea, for example, the target stratum is a carbonate reservoir, which is identified as Neocene stratum formed lately. Following the prediction of the working flow, we reinverted the porosity of this survey using the prestacked inversion result data V ,   V s , and ρ of the target reservoir.

The predicting result is shown in Figure 8; from the result of the cross-well (H1) inline section, we can see high correlation to the interpreted porosity log data. And the predicting porosity attribute slice is shown in Figure 9 where a is the inversed porosity slice of carbonate top layer and b is the inversed porosity slice of carbonate bottom layer; from these porosity attribute slice, the porosity intensity distribution of the survey was shown. It is also correlated with the actual situation as the reservoir layer of H1 well and H3 well is filled with water due to its high porosity of about 32%.

Figure 8 
                  Through-well (H1) porosity section correlated with porosity log.
Figure 8

Through-well (H1) porosity section correlated with porosity log.

Figure 9 
                  (a) The predicting porosity intensity distribution of the time of the carbonate top layer plus 20 ms, and (b) the predicting porosity intensity distribution of the time of the carbonate bottom layer.
Figure 9

(a) The predicting porosity intensity distribution of the time of the carbonate top layer plus 20 ms, and (b) the predicting porosity intensity distribution of the time of the carbonate bottom layer.

4 Conclusions

In this work of predicting porosity, we explored a new method based on the rock physics. We have done so much research and analysis of the Gassmann’s equation combined with Eshelby–Walsh ellipsoidal inclusion theory. Thus, we exhibited the porosity inversion method. The well testing and field application proved the accuracy of our new method. From the work done in this work, we got the following conclusions:

  1. The method of Gassmann’s equation combined with Eshelby–Walsh ellipsoidal inclusion theory is suitable for predicting porosity for carbonate reservoirs, especially the burial depth of reservoir is deep enough, where the rock pore fluid compression coefficient is obviously much bigger than the rock matrix compression coefficient.

  2. Every parameter can be calculated from the well logs by statistical analysis, and the correlation between elastic attributes and parameters determined the resolution of inverted porosity.

  3. The porosity predicting working flow is simple and easy to manipulate, and it is necessary for a high-resolution prestacked seismic data to improve the porosity predicting accuracy.

Acknowledgments

This work was supported by the project (NO. 2016ZX05023) of China Major national special projects and the Major special project (NO. 2019A-3307) of CNPC. The authors thank all the assessment experts and editors of the journal.

  1. Conflict of interest: The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

  2. Data availability statement: Some or all data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions.

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Received: 2020-05-19
Revised: 2020-10-16
Accepted: 2020-10-21
Published Online: 2021-01-29

© 2021 Kaiyuan Liu et al., published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  62. Characteristic and paleoenvironment significance of microbially induced sedimentary structures (MISS) in terrestrial facies across P-T boundary in Western Henan Province, North China
  63. Experimental study on the behavior of MSE wall having full-height rigid facing and segmental panel-type wall facing
  64. Prediction of total landslide volume in watershed scale under rainfall events using a probability model
  65. Toward rainfall prediction by machine learning in Perfume River Basin, Thua Thien Hue Province, Vietnam
  66. A PLSR model to predict soil salinity using Sentinel-2 MSI data
  67. Compressive strength and thermal properties of sand–bentonite mixture
  68. Age of the lower Cambrian Vanadium deposit, East Guizhou, South China: Evidences from age of tuff and carbon isotope analysis along the Bagong section
  69. Identification and logging evaluation of poor reservoirs in X Oilfield
  70. Geothermal resource potential assessment of Erdaobaihe, Changbaishan volcanic field: Constraints from geophysics
  71. Geochemical and petrographic characteristics of sediments along the transboundary (Kenya–Tanzania) Umba River as indicators of provenance and weathering
  72. Production of a homogeneous seismic catalog based on machine learning for northeast Egypt
  73. Analysis of transport path and source distribution of winter air pollution in Shenyang
  74. Triaxial creep tests of glacitectonically disturbed stiff clay – structural, strength, and slope stability aspects
  75. Effect of groundwater fluctuation, construction, and retaining system on slope stability of Avas Hill in Hungary
  76. Spatial modeling of ground subsidence susceptibility along Al-Shamal train pathway in Saudi Arabia
  77. Pore throat characteristics of tight reservoirs by a combined mercury method: A case study of the member 2 of Xujiahe Formation in Yingshan gasfield, North Sichuan Basin
  78. Geochemistry of the mudrocks and sandstones from the Bredasdorp Basin, offshore South Africa: Implications for tectonic provenance and paleoweathering
  79. Apriori association rule and K-means clustering algorithms for interpretation of pre-event landslide areas and landslide inventory mapping
  80. Lithology classification of volcanic rocks based on conventional logging data of machine learning: A case study of the eastern depression of Liaohe oil field
  81. Sequence stratigraphy and coal accumulation model of the Taiyuan Formation in the Tashan Mine, Datong Basin, China
  82. Influence of thick soft superficial layers of seabed on ground motion and its treatment suggestions for site response analysis
  83. Monitoring the spatiotemporal dynamics of surface water body of the Xiaolangdi Reservoir using Landsat-5/7/8 imagery and Google Earth Engine
  84. Research on the traditional zoning, evolution, and integrated conservation of village cultural landscapes based on “production-living-ecology spaces” – A case study of villages in Meicheng, Guangdong, China
  85. A prediction method for water enrichment in aquifer based on GIS and coupled AHP–entropy model
  86. Earthflow reactivation assessment by multichannel analysis of surface waves and electrical resistivity tomography: A case study
  87. Geologic structures associated with gold mineralization in the Kirk Range area in Southern Malawi
  88. Research on the impact of expressway on its peripheral land use in Hunan Province, China
  89. Concentrations of heavy metals in PM2.5 and health risk assessment around Chinese New Year in Dalian, China
  90. Origin of carbonate cements in deep sandstone reservoirs and its significance for hydrocarbon indication: A case of Shahejie Formation in Dongying Sag
  91. Coupling the K-nearest neighbors and locally weighted linear regression with ensemble Kalman filter for data-driven data assimilation
  92. Multihazard susceptibility assessment: A case study – Municipality of Štrpce (Southern Serbia)
  93. A full-view scenario model for urban waterlogging response in a big data environment
  94. Elemental geochemistry of the Middle Jurassic shales in the northern Qaidam Basin, northwestern China: Constraints for tectonics and paleoclimate
  95. Geometric similarity of the twin collapsed glaciers in the west Tibet
  96. Improved gas sand facies classification and enhanced reservoir description based on calibrated rock physics modelling: A case study
  97. Utilization of dolerite waste powder for improving geotechnical parameters of compacted clay soil
  98. Geochemical characterization of the source rock intervals, Beni-Suef Basin, West Nile Valley, Egypt
  99. Satellite-based evaluation of temporal change in cultivated land in Southern Punjab (Multan region) through dynamics of vegetation and land surface temperature
  100. Ground motion of the Ms7.0 Jiuzhaigou earthquake
  101. Shale types and sedimentary environments of the Upper Ordovician Wufeng Formation-Member 1 of the Lower Silurian Longmaxi Formation in western Hubei Province, China
  102. An era of Sentinels in flood management: Potential of Sentinel-1, -2, and -3 satellites for effective flood management
  103. Water quality assessment and spatial–temporal variation analysis in Erhai lake, southwest China
  104. Dynamic analysis of particulate pollution in haze in Harbin city, Northeast China
  105. Comparison of statistical and analytical hierarchy process methods on flood susceptibility mapping: In a case study of the Lake Tana sub-basin in northwestern Ethiopia
  106. Performance comparison of the wavenumber and spatial domain techniques for mapping basement reliefs from gravity data
  107. Spatiotemporal evolution of ecological environment quality in arid areas based on the remote sensing ecological distance index: A case study of Yuyang district in Yulin city, China
  108. Petrogenesis and tectonic significance of the Mengjiaping beschtauite in the southern Taihang mountains
  109. Review Articles
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  111. A review of some nonexplosive alternative methods to conventional rock blasting
  112. Retrieval of digital elevation models from Sentinel-1 radar data – open applications, techniques, and limitations
  113. A review of genetic classification and characteristics of soil cracks
  114. Potential CO2 forcing and Asian summer monsoon precipitation trends during the last 2,000 years
  115. Erratum
  116. Erratum to “Calibration of the depth invariant algorithm to monitor the tidal action of Rabigh City at the Red Sea Coast, Saudi Arabia”
  117. Rapid Communication
  118. Individual tree detection using UAV-lidar and UAV-SfM data: A tutorial for beginners
  119. Technical Note
  120. Construction and application of the 3D geo-hazard monitoring and early warning platform
  121. Enhancing the success of new dams implantation under semi-arid climate, based on a multicriteria analysis approach: Case of Marrakech region (Central Morocco)
  122. TRANSFORMATION OF TRADITIONAL CULTURAL LANDSCAPES - Koper 2019
  123. The “changing actor” and the transformation of landscapes
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