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Rock physics and seismic modeling of shale reservoirs with horizontal fractures

2016-07-16LIUXiwuDONGNingandGUOZhiqi

Global Geology 2016年2期

LIU Xiwu, DONG Ningand GUO Zhiqi

1.SinoPECExploration&ProductionResearchInstitute,Beijing100083,China;2.SinoPECKeyLaboratoryofShaleOil/GasExplorationandProductionTechnology,Beijing100083,China;3.NationalKeyLaboratoryofCorporationofShaleOil/GasEnrichmentMechanismandEffectiveDevelopment,SinoPEC,Beijing100083,China;4.CollegeofGeo-ExplorationScienceandTechnology,JilinUniversity,Changchun130026,China



Rock physics and seismic modeling of shale reservoirs with horizontal fractures

LIU Xiwu1,2,3, DONG Ning1,2,3and GUO Zhiqi4*

1.SinoPECExploration&ProductionResearchInstitute,Beijing100083,China;2.SinoPECKeyLaboratoryofShaleOil/GasExplorationandProductionTechnology,Beijing100083,China;3.NationalKeyLaboratoryofCorporationofShaleOil/GasEnrichmentMechanismandEffectiveDevelopment,SinoPEC,Beijing100083,China;4.CollegeofGeo-ExplorationScienceandTechnology,JilinUniversity,Changchun130026,China

Abstract:The presence of horizontal fractures enhances seismic anisotropy of shales. Calculation based on the effective medium theory indicates that horizontal fractures have little effects on velocities along the direction pa-rallel to fractures, but can significantly reduce velocities along the direction normal to fractures. Seismic responses of shales with horizontal fractures are calculated based on the reflector model and the anisotropic propagator matrix method, in which the reflections are a combination of the contrast in impedance due to the variations in fracture density, anisotropic propagation of waves within the shales, and the tuning and interferences associated with layer thickness. Calculated results indicate that seismic reflections are sensitive to reservoir layer thickness and fracture density. Anisotropic propagation alters amplitudes and phases of reflections. It corresponds to higher reflection amplitudes for the case of surrounding sandstone with higher velocity because the increase in fracture density increases the contrast in impedance between the shale and sandstone. In contrast, the surrounding sandstone with lower velocity corresponds to lower reflection amplitudes for the increase in fracture density.

Key words:shale; horizontal fractures; reflector model; propagator matrix method; AVO

0Introduction

Exploration and exploitation of shale gas and oil need better understanding on geophysical responses from shale reservoirs (Liuetal., 2011). Laboratorial studies on cores reveal that the shale represents anisotropy (Dengetal., 2004; Wangetal., 2012; Chenetal., 2013a; Xiongetal., 2014). Meanwhile, natural fracture systems existing in shale reservoirs behave as important spaces for accumulation and pathways for fluids flowing, and therefore are critical parameters for reservoir characterization and hydro-fracturing. The degree that a shale reservoir is fractured and the distribution of the fractures are important criteria for locating sweet spot in a shale reservoir (Lietal., 2007; Wuetal., 2011; Chenetal., 2013b). Recently, core studies in laboratory indicate that the horizontal fracture parallel to bedding is one of the dominant patterns of natural fracture systems. The presence of ho-rizontal fractures enhances shale anisotropy, and correspondingly, the following issues need to be consi-dered for seismic description and characterization of horizontal fractures: first, rock physics modeling that relates micro fractures to macro anisotropy parameters; second, seismic modeling and analyzing in the presence of horizontal fractures in a shale reservoir.

Previous studies on shale rock physics modeling methods include Backus averaging theory (Vernik & Nur, 1992; Vernik & Liu, 1997), anisotropic self-consistent approach (SCA) and differential effective medium (DEM) theory (Hornbyetal., 1994), and the theories developed by Hudson and Schoenberg (Hudson, 1981; Hudson, 1986; Hudson, 1991; Schoenberg & Douma, 1988; Schoenberg & Helbig, 1997). Recent studies include further development and applications of the above methods (Carcione, 2000; Sayers, 2005; Bayukelal., 2007; Ortegaetal., 2009; Vernik & Milovac, 2011; Carcioneetal., 2011; Huetal., 2014). As to the aspect of modeling of seismic responses from shales, current researches include simulation of seismic waves that propagate in shales base on wave equations (Sunetal., 2013; Zhouetal., 2014), or amplitude variations versus offset (AVO) modeling for the top and bottom of shales based on the interface refection theory (Wensaasetal., 2012; Gradingetal., 2012; Sayers, 2013), and corresponding inversion method based on these methods (Wang, 2007; Houetal., 2014; Zhangetal., 2014).

The transversely isotropy with a vertical symmetry axis (VTI) is different from the transversely isotropy with a horizontal symmetry axis (HTI). The VTI medium does not represent azimuthal anisotropy as shown by the HTI medium. Seismic responses from a shale reservoir is a combination of reflections from the top and bottom, and anisotropic propagation within the shale, which need to be incorporated for the study of seismic signatures from shales with horizontal fractures. In this paper, we research on seismic responses associated with horizontal fractures of shale reservoirs. First, we implement rock physics modeling based on the effective medium theory to calculate elastic anisotropy for varied fracture density of horizontal fractures. Then, we compute frequency-dependent reflection coefficients and AVO waveforms based on the reflector model and the propagation matrix method, and analyze the effects of layer thickness and horizontal fracture density on seismic features.

1Effective medium model for horizontal fracture

In Fig.1, core images indicate that horizontal fractures parallel to bedding are dominant types of fractures.

In this study, we use the effective medium proposed by Schoenberg to calculate the stiffness matrix for horizontal fractures (Schoenberg & Douma, 1988; Schoenberg & Helbig, 1997):

(1)

The results produce the HTI anisotropy. Because a shale rock represents VTI anisotropy at the macro-scale due to the presence of horizontal fractures, the resulted HTI can be further transferred to the VTI anisotropy by rotating the system 90° by thex2axis according to the Bond matrix method.

The theory assumes that the scale of fractures is much less than that of seismic wavelength, giving coefficients in the stiffness matrix shown as:

(2)

c22=c33

(3)

(4)

Fig.1 Core images of shales

Whereλandμare Lamé paremeters,εis fracture density, andU11andU33depend on the saturated fluid. For dry fractures, we have

and for fluid-saturated fractures,

where

WhereK′ andμ′ are bulk and shear modulus of fluids saturated in the fractures, andαis the aspect ratio of the fractures.

As shown in Table1, we assume that unfractured background matrix hasVp=4 000 m·s-1,Vs=2 100 m·s-1, andρ=2 500 kg·m-3. We also assume that gas mainly existed in the clay and kerogen and fluids saturated in the fractures are brine. According to the effective medium theory, we obtain the stiffness matrix forε= 0.1:

(14)

Table 1 Elastic properties of rocks

Fig.2 illustrates P-wave velocity and Thomsen anisotropy parameters varying with fracture density. In Fig.2a, P-wave velocityV33that is normal to the horizontal fractures decreases dramatically with increasing fracture densityε, while P-wave velocityV11that is parallel to the horizontal fractures is less affected by the fractures. In Fig.2b, anisotropy parameters represent nearly linearized increases with fracture density. Hence, the variations in anisotropic velocities due to the presence of horizontal fracture density will lead to the variations in seismic responses.

2Seismic responses of horizontal fractures in shales

2.1Reflection coefficients of anisotropic layered medium

Anisotropic propagation matrix method can be employed to calculate AVO responses of a shale reservoir that represents layered structure (Carione, 2001; Ursin & Stovas, 2002; Guo, 2008; Guoetal., 2015). The method obtains reflection coefficients in the frequency domain on the basis of the continuation of stress and displacement across interfaces. For P-wave incidence, the vector of reflection and transmission coefficients r=[RPP,RPS,TPP,TPS]Tis given by:

(a) Anisotropic P-wave velocity; (b) thomsen anisotropy parameters.Fig.2 Velocities and anisotropy parameters

(15)

Where, the matrices A1and A2are associated with the elastic modulus of the upper and lower media. Bα=T(0)T-1(hα) (α=1,…,N) is the propagation matrix of the interbedded layer that has a N-layer structure. Andhαis the thickness for an individual layer, withN=1 for a single layer. iPis the P-wave incidence vector that is related to elastic properties of the incidence medium. These parameters are all the function of the frequency of the incidence wave and the wave slowness (or incidence angle). Therefore, reflection coefficients are associated with incidence angle, elastic properties, and the frequency of the incidence wave, layer thickness, as well as interbedded structures.

In the equation (15), the propagation matrices A1and A2for the upper and lower media are

(16)

(17)

In the propagation matrixes (16) and (17), the vertical slownessszis calculated from the horizontal slownesssx, with the simplified form by omitting subscripts given by

(18)

where

The symbol ± in equation (18) is defined by:

(+,-):downward qP wave

(+,+):downward qS wave

(-,-):upward qP wave

(-,+):upward qS wave

The horizontal slownesssxis given by

(19)

E={[(c33-c55)cos2θ-(c11-c55)sin2θ]2+(c13+c55)2sin22θ}1/2

Whereθis the incidence angle,ρis density, andc11,c33,c55andc13are anisotropic stiffnesses for corresponding layer.

In the propagation matrixes (16) and (17),β,γ,WandZhave the simplified forms by omitting subscripts

Wherep.v. indicates principle values of a complex number. Forγ, the symbol “+” corresponds to the quasi P--wave and “-” corresponds to the quasi S--wave.

In the equation (15), the matrix T in the propagation matrix Bα=T(0)T-1(hα) for the interbedded layer has the form of

(24)

Finally, the P-wave incidence vector is

(25)

2.2Numerical modeling and analysis

Then we calculate and analyze seismic responses for the reflector model shown in Fig.3. In the model, a shale reservoir is imbedded within a sandstone background. As show in Fig.3, the shale reflector is a layer with a finite thickness and represents VTI anisotropy within it. For the shale with a layer thickness much larger than seismic wavelength (model A in Fig.3), reflections from the top and bottom can be discriminated, and therefore the model can be regarded as a single interface. While for shale with a layer thickness that can be comparable to seismic wavelength (model B in Fig.3), reflections are the combination of the dynamic factors including the contrast in wave impedance across the interface, internal anisotropic propagation of waves, as well as tuning and interferences of top and bottom reflections. In this case, seismic responses contain structural and lithological information such as layer thickness and fracture density, and consequently, a single interface can no longer be a proper model. Moreover, lateral variations in layer thickness and horizontal fracture density (model C in Fig.3) will lead to the variations in seismic reflections.

First, the model considers the low velocity sandstone 1 given in Table 1, and assumes that the shale layer is thick and has a horizontal fracture densityε=0.1. Fig.2 illustrates the variations of anisotropy parameters for varied horizontal fracture density. Based on the anisotropic propagation matrix method, we calculate reflection coefficients at each individual frequency within the range of 1--100 H, with the calculated results given by Fig.4a. As can be seen, reflection coefficients show no variations with frequency for the single interface model of the thick shale. Fig.5 shows a Ricker wavelet with a dominant frequency of 35 Hz. Reflection spectrum in Fig.4b can be obtained by multiplying the spectrum of wavelet with that of reflection coefficients in the frequency domain. Finally, AVO waveforms in Fig.4c can be obtained by inverse Fourier transform.

(a) Anisotropic P-wave velocity; (b) thomsen anisotropy parameters.Fig.3 Models of shale with horizontal fractures, comparing between single interface and reflector model

For the cases in Fig.6, shale reservoirs have va-ried layer thicknesshand horizontal fracture densityε. In Fig.6, the parameters are set to beh=20 m andε=0.1. Due to tuning effect resulting from layered structures, reflection coefficients in Fig.6a represent frequency-dependency and reflection spectrum shows increasing amplitudes in Fig.6b. In Fig.6c, reflected waveforms are much different from the incidence Ricker wavelet due to the effect of tuning associated with top and bottom reflections and internal anisotropic propagation of waves. In Fig.7, the parameters are set to beh=50 m andε=0.2. Compared to the case in Fig.6, layer thickness increases and horizontal fracture becomes predominant, which alter seismic reflection signatures. In Fig.7a, reflection coefficients of PP waves tend to show more obvious frequency-dependency. Correspondingly, reflection spectra in Fig.7b and reflected waveforms in Fig.7c become more complicated. In this case, AVO curves or attributes at a single frequency can not properly describe seismic responses of a shale reservoir, because the reflected waves contain structural and lithological information such as layer thickness and fractures.

(a) PP reflection coefficients; (b) PP wave spectrum; (c) PP wave waveforms.Fig.4 Single interface model of a low velocity sandstone with fracture density ε=0.1

Fig.7 show the variations of the stacked waveforms with layer thickness and horizontal fracture density of shales. In Fig.7a, the horizontal fracture density is kept asε=0.1, with layer thicknesshincrease from 10 m to 70 m. We can see that the reflected waveforms and corresponding amplitudes tend to become more complicated due to interferences of the top and the bottom reflections, and internal anisotropic propagation. In Fig.7b, layer thickness is kept ash= 40 m, with fracture densityεincreases from 0 to 0.3. In this case, reflection amplitudes decrease dramatically. This is because that the increase in horizontal fracture density reduces vertical velocity of the shale (Fig.2a), and therefore decreases the contrast in wave impedance between the shale and sandstone layer, and consequently decreases the strength of the reflection amplitudes. At the same time, the increase in fracture density enhances anisotropy (Fig.2b), which can further alter anisotropic propagations and change phases of reflection waves. According to the results in Fig.7, it can be predicted that the variations in both layer thickness and horizontal fracture density will change reflected waveforms, and the variations in such reflection signatures can be used for the development of anisotropy prediction for shales.

(a) Ricker wavelet in time domain; (b) ricker wavelet spectrum.Fig.5 Ricker wavelet

(a), (d): PP reflection coefficients; (b), (e): spectrum; (c), (f): PP waveforms. (a)-(c): thickness h=20 m and fracture density ε=0.1; (d)-(e): thickness h=50 m and fracture density ε=0.2.Fig.6 Results for a low velocity sandstone in different thickness and fracture density

Fig.7 Stacked PP waves for the low velocity sandstone

Figs. 7--9 correspond to mode 2 of the high velocity sandstone in Table 1. The upper interface represents negative impedance contrast which leads to reversal phases of reflected waves, while lower interface represents positive impedance contrast which makes the reflected waves have the same phase as the

(a),(d): PP reflection coefficients; (b),(e): spectrum; (c),(f): PP waveforms. (a)-(c): thickness h=20 m and fracture density ε=0.1; (d)-(f): thickness h=50 m and fracture density ε=0.2.Fig.8 Results for a high velocity sandstone with different thickness and fracture density

Fig.9 Stacked PP waves for high velocity sandstone

incidence wave. Therefore, the study on the contrast in the impedance across the boundaries, anisotropic propagation, and tuning and interference associated with top and bottom reflections needs to consider the integrated reflected wavetrains rather than in terms of conventional AVO types. Fig.9a illustrates the variations in the stacked waveforms with layer thickness. Fig.9b shows that reflection amplitudes crease with horizontal fracture density.

3Discussions and conclusions

In this study, we have calculated seismic responses of shales with horizontal fractures based on reflector model and anisotropic propagation matrix theory. The method computes reflection coefficients at each seismic frequency, and then reflected AVO waveforms, and incorporates dynamic information of seismic responses from the reflector model, which include impedance contrast across interfaces, internal anisotropic propagation of waves due to the variations in horizontal fracture density, as well as tuning and interference associated with layered structures.

Results indicate that the variations in layer thickness and horizontal fracture density can significantly alter signatures of seismic reflection. Internal anisotropic propagation in a shale reservoir changes amplitudes and phases of reflections, and such effect becomes more obvious for thick shale layer. On the other hand, according to the effective medium theory developed by Schoenberg(1988), the increase in horizontal fracture density has less impact on seismic velocity at the direction parallel to the fractures, while dramatically reduces velocity normal to the fractures, and therefore decreases impedance of shales. In this study, for the model where the surrounding is high velocity sandstone, the increase of horizontal fracture density increases the contrast in impedance between shale and the surrounding, and results in higher reflection amplitudes. On the contrary, for the model where the surrounding is low velocity sandstone, the increase in horizontal fracture density corresponds to smaller reflection amplitudes.

Seismic modeling method for shales with horizontal fractures and corresponding analysis form the basis for further development of inversion method, and the next researches should include seismic prediction of horizontal fractures using amplitudes and phases of the integrated wavetrains reflected from the target reservoirs.

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doi:10.3969/j.issn.1673-9736.2016.02.04

*Corresponding author(Email: guozhiqi@jlu.edu.cn)

Article ID: 1673-9736(2016)02-0085-10

Received 20 November 2015, accepted 7 March 2016

Supported by the National Natural Science Foundation of China (Nos. 41404090 and U1262208), the foundation of 973 Program (No. 2012CB214806) and the SinoPEC Key Laboratory of Shale Oil/Gas Exploration and Production Technology (No. G5800-15-ZS-WX039).