11
GEOPHYSICS, VOL. 69, NO. 1 (JANUARY-FEBRUARY 2004); P. 4555, 11 FIGS., 1 TABLE. 10.1190/1.1649374 Revisiting the Wyllie time average equation in the case of near-spherical pores Azzeldeen A. Saleh * and John P. Castagna ABSTRACT We suggest a generalized form of the Wyllie equa- tion to better describe acoustic velocity variation with porosity in rocks with a mixture of intercrystalline and near-spherical pores. Introducing a pore shape factor in the Wyllie equation allows different weights to be ap- plied to the solid-phase P-wave velocity to account for rock frame stiffness. This is demonstrated in carbonate and igneous rocks having variable amounts of spherical porosity, ranging from 0% to 80% of the bulk porosity. The generalized equation describes a velocity– porosity envelope instead of the simple line given by the Wyllie equation. The lower limit of the velocity envelope is for rocks that have only interparticle or intercrystalline porosity (Wyllie equation behavior), and the upper limit is when all pores are spherical or near spherical. This upper limit corresponds to the Hashin-Shtrikman upper bound for porosities up to 30%. The realization portrays Wyllie’s velocity–porosity relationship as one particular case in which all pores are intercrystalline or interparti- cle with a pore shape factor equal to unity. An increase in the amount of high-aspect-ratio pores leads to higher pore shape factor. We suspect that this factor may be gen- eralized to include fracture porosity with values less than unity. We suggest that this factor represents the acoustic equivalent of the cementation factor in Archie’s law for resistivity measurements. The velocity calculated by the modified model corre- lates well with both the measured velocity and the calcu- lated velocity using the Kuster-Toks ¨ oz theoretical model. Various factors controlling acoustic velocity in carbon- ates can be quantified, based on this modification. INTRODUCTION Rocks with intercrystalline or interparticle porosity have an ideal fabric to be described by the Wyllie time average equation (Anselmetti and Eberli, 1999). On the other hand, this equation underestimates the bulk rock velocity in the presence of high aspect ratio or near-spherical porosity and overestimates the velocity in poorly lithified rocks. The basic assumption in the Wyllie model is that the total traveltime is a volume weighted average of the pore phase, represented by pore fluid veloc- ity, and the solid phase, represented only by a matrix velocity. This assumption does not consider that a change in pore type would affect the effective solid phase properties resulting from changes in pore shape, size, and distribution in the host rock. The simple time average equation represents the most com- monly used relationship to derive porosity from formation acoustic velocity. The validity of this model can be established by its ability to predict bulk rock velocity. This requires accu- rate determination of matrix and fluid velocities, porosity, and Manuscript received by the Editor August 7, 2002; revised manuscript received June 23, 2003. * University of Oklahoma, 810 Energy Center, 100 E. Boyd St., Norman, Oklahoma 73019; and Tanta University, Faculty of Science, Tanta, Egypt. E-mail: [email protected]. University of Oklahoma, 810 Energy Center, 100 E. Boyd St., Norman, Oklahoma 73019. E-mail: [email protected]. c 2004 Society of Exploration Geophysicists. All rights reserved. the recognition of the range of applicability of this relation- ship. The Wyllie equation overestimates rock velocity when rock porosity exceeds 40% (Paillet and Cheng, 1991). Also, it is well known that this equation does not work well when the pores contain gas, when the rock is not completely lithified, when the rock is fractured, and when the pore space has spher- ical or near-spherical pore shapes. This work deals with the application of the Wyllie equation for the latter case. We uti- lize well-log data for carbonate and igneous rocks that contain substantial amounts of vugs, moldic, and vesicular porosity. Several classifications have been established for pore types. In most classifications, high-aspect-ratio pores or near- spherical porosity stand as a clear and distinguishable cate- gory. Archie (1952) classifies pore space in carbonate rocks, based on size, to matrix and visible porosity that mainly in- cludes both vugs and moldic pores. Choquette and Pray (1970) emphasize the genetic and geometric complexity of vuggy pore space. They divide carbonate pore space into fabric selective and nonfabric selective. Two factors are involved in establishing 45 Downloaded 16 Oct 2012 to 75.148.212.146. Redistribution subject to SEG license or copyright; see Terms of Use at http://segdl.org/

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GEOPHYSICS, VOL. 69, NO. 1 (JANUARY-FEBRUARY 2004); P. 45–55, 11 FIGS., 1 TABLE.10.1190/1.1649374

Revisiting the Wyllie time average equationin the case of near-spherical pores

Azzeldeen A. Saleh∗ and John P. Castagna‡

ABSTRACT

We suggest a generalized form of the Wyllie equa-tion to better describe acoustic velocity variation withporosity in rocks with a mixture of intercrystalline andnear-spherical pores. Introducing a pore shape factor inthe Wyllie equation allows different weights to be ap-plied to the solid-phase P-wave velocity to account forrock frame stiffness. This is demonstrated in carbonateand igneous rocks having variable amounts of sphericalporosity, ranging from 0% to 80% of the bulk porosity.

The generalized equation describes a velocity–porosity envelope instead of the simple line given by theWyllie equation. The lower limit of the velocity envelopeis for rocks that have only interparticle or intercrystallineporosity (Wyllie equation behavior), and the upper limitis when all pores are spherical or near spherical. This

upper limit corresponds to the Hashin-Shtrikman upperbound for porosities up to 30%. The realization portraysWyllie’s velocity–porosity relationship as one particularcase in which all pores are intercrystalline or interparti-cle with a pore shape factor equal to unity. An increasein the amount of high-aspect-ratio pores leads to higherpore shape factor. We suspect that this factor may be gen-eralized to include fracture porosity with values less thanunity. We suggest that this factor represents the acousticequivalent of the cementation factor in Archie’s law forresistivity measurements.

The velocity calculated by the modified model corre-lates well with both the measured velocity and the calcu-lated velocity using the Kuster-Toksoz theoretical model.Various factors controlling acoustic velocity in carbon-ates can be quantified, based on this modification.

INTRODUCTION

Rocks with intercrystalline or interparticle porosity have anideal fabric to be described by the Wyllie time average equation(Anselmetti and Eberli, 1999). On the other hand, this equationunderestimates the bulk rock velocity in the presence of highaspect ratio or near-spherical porosity and overestimates thevelocity in poorly lithified rocks. The basic assumption in theWyllie model is that the total traveltime is a volume weightedaverage of the pore phase, represented by pore fluid veloc-ity, and the solid phase, represented only by a matrix velocity.This assumption does not consider that a change in pore typewould affect the effective solid phase properties resulting fromchanges in pore shape, size, and distribution in the host rock.

The simple time average equation represents the most com-monly used relationship to derive porosity from formationacoustic velocity. The validity of this model can be establishedby its ability to predict bulk rock velocity. This requires accu-rate determination of matrix and fluid velocities, porosity, and

Manuscript received by the Editor August 7, 2002; revised manuscript received June 23, 2003.∗University of Oklahoma, 810 Energy Center, 100 E. Boyd St., Norman, Oklahoma 73019; and Tanta University, Faculty of Science, Tanta, Egypt.E-mail: [email protected].‡University of Oklahoma, 810 Energy Center, 100 E. Boyd St., Norman, Oklahoma 73019. E-mail: [email protected]© 2004 Society of Exploration Geophysicists. All rights reserved.

the recognition of the range of applicability of this relation-ship. The Wyllie equation overestimates rock velocity whenrock porosity exceeds 40% (Paillet and Cheng, 1991). Also, itis well known that this equation does not work well when thepores contain gas, when the rock is not completely lithified,when the rock is fractured, and when the pore space has spher-ical or near-spherical pore shapes. This work deals with theapplication of the Wyllie equation for the latter case. We uti-lize well-log data for carbonate and igneous rocks that containsubstantial amounts of vugs, moldic, and vesicular porosity.

Several classifications have been established for poretypes. In most classifications, high-aspect-ratio pores or near-spherical porosity stand as a clear and distinguishable cate-gory. Archie (1952) classifies pore space in carbonate rocks,based on size, to matrix and visible porosity that mainly in-cludes both vugs and moldic pores. Choquette and Pray (1970)emphasize the genetic and geometric complexity of vuggy porespace. They divide carbonate pore space into fabric selectiveand nonfabric selective. Two factors are involved in establishing

45

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46 Saleh and Castagna

fabric selectivity: the configuration of the pore boundary andthe position of the pore relative to fabric elements or solid con-stituents. Lucia (1983) divides porosity into interparticle andvuggy porosity. He defines the latter as that pore space largerthan or within the particles of the rock.

Many relationships have been developed to estimate theamount of near-spherical pores that constitute a part of thepore network in a rock. Most of these relationships are empiri-cal and rely on the use of acoustic and resistivity logs to quantifythis pore type. The basic concept in these models is that the de-viation of Wyllie’s calculated velocity or porosity from eitherthe measured velocity or porosity is an indicator for pore-typechange from nonspherical to spherical. These models includethe secondary porosity indicator (SPI) (Schlumberger, 1974),pseudofluid transit time (Meese and Walther, 1967), spher-ical porosity model (Brie et al., 1985), Lucia Model (Luciaand Conti, 1987), and velocity-deviation log (Anselmetti andEberli, 1999). Other theoretical models, such as Kuster andToksoz (1974) and O’Connell and Budiansky (1974), computethe effective elastic moduli of rocks and ultimately the bulkrock velocity. The rocks may have embedded inclusions ofknown concentrations (porosity) with different pore aspect ra-tios (from micropores to spherical pores).

Our purpose is not to establish a different relationship thatlinks the disparity in Wyllie model to a specific pore type butrather to present a more generalized form of the Wyllie equa-tion that works in complex pore systems composed of bothinterparticle and spherical pores. We introduce a new realiza-tion of the Wyllie equation that accurately predicts velocity inthe presence of spherical porosity. Also, we quantify the con-trolling factors on acoustic velocities based on this modifiedmodel.

APPLICATION OF WYLLIE EQUATION AND PROBLEMDEFINITION

The Wyllie model (Wyllie et al., 1956) assumes that the bulkrock velocity is given by equation (1), in the case of mono-mineralic rock, or equation (2) in the case of mixed lithologies(Castagna et al., 1993):

1VProck

= 1− φVPmatri x

+ φ

VPf luid

(1)

and

1VProck

=N∑

i=1

Xi

VPmatr i xi

+ φ

VPf luid

, (2)

where φ is bulk porosity, VProckis bulk rock velocity, VPmatrix

ismatrix (solid grain) velocity, VPf luid

is fluid velocity, and X is thefractional volume of a mineralogical component in the rock.

Table 1. Mineral and fluid properties used in the calculations.

Mineral Density (g/cm3) Bulk modulus (GPa) Shear modulus (GPa) Compresssional velocity (km/s)

Augite 3.26 94.1 57 7.22Olivine 3.32 130 80 8.45Feldspar average 2.62 37.5 15 4.68Dolomite 2.87 76.4 49.7 7.05Calcite 2.71 76.8 32 6.64Mud filtrate 1.1 3 0 1.65

This empirical model, which does not have a theoreticalbasis, states that the traveltime of an acoustic signal throughthe rock is the sum of the traveltimes through the fluid and thematrix portions of the rock (Anselmetti and Eberli, 1999). Theapplication of the Wyllie equation to obtain bulk rock velocityrequires accurate determination of matrix and fluid velocitiesand porosity.

We selected well-log data for two completely different rocktypes, the Xan dolomite (Guatemala) and the Los Cavaos an-desitic sill (Argentina), to avoid any bias caused by error in de-termining the matrix acoustic properties. Both rocks are clean,as the presence of clay minerals would complicate the inter-pretation because of their effect on the sonic log. The processof porosity development in each rock type is completely dif-ferent, yet both rocks contain substantial amounts of sphericaland near-spherical pores.

The matrix composition for each rock was carefully deter-mined (Forgotson et al., 1998, 1999). Petrographic thin sectionsand core analysis showed that the Xan dolomite is composedof dolomite with variable amounts of calcite. The variations inthe fractional volume of dolomite and calcite were calculatedbased on the photoelectric factor (PEF) and density logs. An-desite is an intermediate volcanic rock composed of feldspars,pyroxene, and sporadic olivine (Hyndman, 1985). We relied onthe description of petrographic thin sections to obtain the exactpercentage of each of these minerals, which were 60% feldspar,35% pyroxene, and 5% olivine. The matrix P-wave velocity foreach of the minerals in the studied rocks was obtained fromAhrens (1995) and Mavko et al. (1998).

The studied rocks are not gas bearing. Sonic logs typicallyhave a radius of investigation of about 6 inches (Morton-Thompson and Woods, 1993). This led us to use fluid velocityof the mud filtrate in the invaded zone of the studied rocks(Table 1). Both density and neutron logs measure pore volumeand are not affected by pore shape. The bulk porosity was es-timated by averaging porosities derived from both logs. Thecalculated porosity correlated well with the measured porosityfor cored intervals.

The bulk rock velocity was calculated using the Wyllie equa-tion for the studied rocks in two wells. Figure 1 clearly demon-strates that the velocity predicted by the Wyllie equation isslower than the measured velocity from the sonic logs, as mostof the points are scattered below the line of (VPW yllie

=VPlog).

Since we ensured accurate determination of the componentsrequired to predict the velocity from the Wyllie model, theonly factor left that needs to be accounted for is the presenceof substantial amounts of spherical and near-spherical pores.The basic assumption in the Wyllie model is that both the porephase, represented by pore fluid velocity, and the solid phase,represented only by a matrix velocity, are weighted based ontheir volumetric proportions. This assumption presumably is

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Revisiting the Wyllie Equation 47

incomplete. We believe this assumption fails to account fora change in pore type that would affect the representationof the effective solid phase in the Wyllie model resultingfrom the change in pore nature and distribution in the hostrock.

FIG. 1. Crossplot showing that the velocity predicted by theWyllie equation (VPW yllie

) is slower than the measured velocityfrom sonic logs (VPlog

) for (a) the Xan dolomite and (b) andesiticigneous sill.

FIG. 2. Some pore types in the Xan dolomite. (a) Core slab showing vugs up to 3 mm in diameter. (b) Thin section showing sphericalvuggy pores. (c) Thin section showing interconnected vuggy and intercrystalline pores.

SPHERICAL AND NEAR-SPHERICAL PORE DESCRIPTION

A compound pore system in reservoir rocks is composedof two or more basic types of pores. Each type is somewhatphysically discrete and distinguishable. The Wyllie model ade-quately describes the velocity–porosity relationship in the caseof interparticle or intercrystalline pores. It fails once a dual poresystem composed of spherical and intercrystalline (or interpar-ticle) pores occurs. This would be caused by specific character-istics of the spherical pores. These characteristics were clearlydemonstrated in the studied rocks. Each of these rocks con-tains compound pore systems: the Xan dolomite contains in-tercrystalline, vuggy, and moldic pore types, and the Los Cavaosigneous sill contains intercrystalline, alteration, and vesicularporosity (Figures 2 and 3). Based on thin-section descriptionand pore classifications, vuggy, moldic, and vesicular pores arecharacterized by the following:

1) Somewhat spherical or not markedly elongate with highaspect ratio. Choquette and Pray (1970) mention thatvugs may be not exactly equidimensional but do not gobelow a length–cross-sectional diameter ratio of 1/3.

2) Commonly larger in size than interparticle or intercrys-talline pores, and sometimes visible to the unaided eye.

3) Do not specifically conform in position to particular fab-ric elements and are not uniformly distributed in the hostrock. Figures 2b and 3a clearly demonstrate the occur-rence of near-spherical pores as inclusions scattered inthe groundmass of the host rock.

4) Formation of rims that surround many of these pores(Figures 2b and 3b). These rims may have developed dur-ing the dissolution and reprecipitation of the dissolvedmaterial in case of the vuggy and moldic porosity in theXan dolomite and during the solidification of the an-desitic magmatic melt.

QUANTIFYING SPHERICAL ANDNEAR-SPHERICAL PORES

Examination of pore types in a rock is not only a mat-ter of identification but it also involves quantifying their

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48 Saleh and Castagna

distribution. The spherical porosity model was used to quan-tify high-aspect-ratio pores. This model is based on the hy-pothesis that these pores can be represented physically asellipsoidal inclusions scattered in the host rock medium com-pared to the more uniformly distributed matrix porosity (Brieet al., 1985). This physical representation captures the essenceof the classifications of both Choquette and Pray (1970) andLucia (1983) in terms of pore geometry and distribution inrocks. Also, it provides a link to both Kuster-Toksoz andMaxwell-Garnett theoretical models to describe the acousticand electric effects of including near-spherical pores in a hostmedium.

This model assumes a typical behavior for the primaryhost rock, like the Wyllie equation for acoustic velocities andArchie’s law for electric conductivity. The difference betweenthese predictions and the actual measured values can be inter-preted in terms of spherical porosity φs:

φs =φB − φp′1− φp′

, (3)

where φB is the bulk porosity calculated from density–neutronlog combination and φp′ is the primary medium porosity calcu-lated using the Wyllie time average equation. Additionally, thismodel establishes a correlation between Archie’s cementationfactor m and the ratio of spherical pores to bulk porosity:

m= 2 logφp′logφB

+log

[2φs

(1− φ2

p′)+ 1+ 2φ2

p′1+ 2φ2

p′ − φs(1− φ2

p′) ]

1− φB. (4)

Figure 4 shows a wide distribution of spherical porosity thatranges from 0% to over 80% of the bulk porosity in the studied

FIG. 3. Some pore types in the andesitic igneous sill. (a) Core slab showing spherical vesicles up to 2 mm in diameter. (b) Thinsection showing spherical vesicular pore. (c) Thin section showing network of intercrystalline pores connecting larger alteration ofpatchy and vesicular pores.

rocks. It also demonstrates that Archie’s cementation factorincreases as a function of that ratio.

MODIFICATION OF THE WYLLIE EQUATION

This modification was initiated to develop a general formof Wyllie equation that can account for variations in poretypes and consequently predicts the rock-measured velocities.This required that we examine the components of departureof Wyllie’s predicted velocities from the measured ones. Thepercentage of spherical to bulk porosity is one of these compo-nents, as illustrated in the velocity crossplot (Figure 5a). How-ever, variations in this ratio cannot fully explain this depar-ture because lines of equal ratios are not parallel to the line(VPW yllie

=VPlog). Variations in amount of bulk porosity repre-

sent a less pronounced yet significant component, especially athigh bulk porosity (Figure 5b).

The Wyllie equation is an average of the acoustic travel-time of the solid and fluid phases. Pore shape and distributionaffect the effective solid phase properties, and any mathemat-ical representation for variations in pore type can be includedin the solid-phase term (1−φB)/VPmatrix

. We empirically foundthat introducing an exponent to VPmatrix

would account for suchvariations and allow reliable prediction of the measured veloc-ity, as shown in Figure 6. The correlation coefficients (R2) are0.97 and 0.99 in the case of the Xan dolomite and andesitic sill,respectively. This exponent is termed the pore shape factor Sbecause it linearly relates to both the ratio of spherical–bulkporosity and bulk porosity by

S= 1+(φs

φB

)×(

φB

6.5/VPmatri x − 3φs + 2φBφs

)

= 1+ φs

6.5/VPmatri x − 3φs + 2φBφs. (5)

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Revisiting the Wyllie Equation 49

Hence, in the case of monomineralic rock, the Wyllie time av-erage equation is modified to

1VProck

= 1− φB(VPmatri x

)S +φB

VPf luid

. (6)

In the case of rocks composed of mixed lithologies, it ismodified to

1VProck

=N∑

i=1

Xi(VPmatri xi

)Si +φB

VPf luid

. (7)

We examined the accuracy of the modified model by com-paring the model results with the Kuster-Toksoz model. Thistheoretical model calculates the effective elastic moduli of a

FIG. 4. Crossplot showing the wide distribution of the spherical and near-spherical porosity represented as a percentage of bulkporosity. (a) Xan dolomite; (b) andesitic igneous sill.

rock and, consequently acoustic velocity, given the elastic mod-uli of the individual components. The rock is represented as amedium that may have embedded inclusions of known poreconcentrations with different aspect ratios (from microporesto spherical pores).

Calculation of the effective elastic moduli for each log mea-surement is a tedious process. For convenience, we included inthe model calculations about 60% of the measurements cover-ing the whole spectrum of the pore-type proportions. Since thestudied rocks included a mixture of both intercrystalline andhigh-aspect-ratio pores, we assumed that these pores have as-pect ratios of 0.1 and 0.9, respectively. We used the bulk poros-ity calculated from density and neutron logs. The sphericalporosity, estimated from the spherical porosity model, was usedas the high-aspect-ratio pore concentration. The elastic moduli

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50 Saleh and Castagna

for the minerals and fluid were obtained from Ahrens (1995),Mavko et al. (1998), and Castagna et al. (1993) (Table 1).

Figure 7 illustrates the prediction accuracy of the modifiedmodel. It can predict both the measured velocities and the cal-culated velocities from the theoretical Kuster-Toksoz modelwithin a very small margin of error. For the Xan dolomite, therms error values were 0.099 and 0.156 km/s, respectively. Forthe andesitic sill, rms error values were 0.023 and 0.09 km/s,

FIG. 5. Components of departure of Wyllie’s predicted velocity (VPW yllie) from the measured velocity (VPlog

) represented by zones for(a) spherical–bulk porosity (%) and (b) bulk porosity (%). Note that zones width and position are different for the Xan dolomiteand the andesitic sill.

respectively. In contrast, the rms error values for the velocitiespredicted using the Wyllie equation and the measured veloc-ities were 0.69 km/s for the Xan Dolomite and 0.566 km/s forthe andestic sill.

The solid phase of the rock is controlled by both the solidand frame moduli. The VPmatrix

value in the Wyllie equation isa function of the solid moduli only. The introduction of thepore-shape factor renders the velocity–porosity relationship

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Revisiting the Wyllie Equation 51

sensitive to the change in the frame properties of the rockas a result of pore-type variations. This is demonstrated inFigure 8, in which we assumed that a carbonate rock, composedof calcite, has both spherical and nonspherical pores. We tookinto consideration the mathematical limitation of the Kuster-Toksoz model, that the concentration of pores having a particu-lar aspect ratio should be less than that aspect ratio (Eastwoodand Castagna, 1983). Figure 8a shows how the rock velocitiespredicted by the Wyllie model deviate from the Kuster-Toksozmodel as the percentage of spherical porosity to bulk poros-ity increases. The maximum deviation occurs when all pores inKuster-Toksoz model are spherical (Hashin-Shtrikman upperbound). Conversely, the rock velocities predicted by the mod-ified model match that of the Kuster-Toksoz model, as demon-strated by merging lines at all percentages of spherical poros-

FIG. 6. A correlation of the velocity calculated using the modified Wyllie equation (VPmodi f iedW yllie) after introduction of a pore shape

factor and the measured velocity (VPlog) for both rock types: (a) Xan dolomite and (b) andesitic igneous sill.

ity up to a bulk porosity of 30% (Figure 8b). At a higher bulkporosity, assuming all pores are spherical, the rock velocitypredicted by the modified model starts to deviate from theHashin-Shtrikman upper bound. The realization of variablepore-shape factor portrays the Wyllie equation as only one so-lution for the velocity–porosity relationship, at which all poresare interparticle or intercrystalline and consequently Sis 1. Anincrease in the amount of high-aspect-ratio pores would leadto an increase in S. The maximum value of S was 2.16 at aspherical porosity of 30%.

The Wyllie equation tends to overestimate bulk rock veloc-ity in the presence of fracture porosity. If we view the pore typeas a continuum that ranges from fracture pores on one end tospherical pores on the other end, then the pore shape factor asa function of the amount of specific pore type could perhaps

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52 Saleh and Castagna

FIG. 7. The accuracy of the modified model in predicting (a) velocity calculated by the Kuster-Toksoz model and (b) measuredvelocity. (c) The accuracy of the Wyllie equation in predicting the measured velocity. Accuracy is measured in terms of rms error(RMSE) and absolute average error.

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Revisiting the Wyllie Equation 53

be generalized to account for fracture porosity. This general-ization would require further investigation to determine thecorrelation between Sand the fracture porosity. Conceptually,since fracture porosity dramatically decreases the strength ofthe rock, Swould be less than unity.

FACTORS CONTROLLING ACOUSTIC VELOCITY

The generalization of the Wyllie equation is a four-parametermodel. These parameters are bulk porosity, pore type, fluidtype, and matrix composition. Figure 9 is a graphical presen-tation of this model, assuming that the pore fluid is mud fil-trate and the matrix is either dolomite or limestone. A velocityenvelope instead of a line, which describes the Wyllie equation,defines the inverse velocity–porosity relationship. The lowerlimit of the velocity envelope is for rocks that have only inter-particle or intercrystalline porosity (Wyllie equation behavior);the upper limit is when all pores are spherical or near spherical.

Near-spherical pores cause little reduction in rock strengthand acoustic velocities. In contrast, pores with low aspect ra-tios significantly decrease the bulk modulus and acoustic veloc-ities (Brie et al., 1985). The introduction of the S factor givesmore weight to VPmatrix

to retain the rock stiffness, dependingon the amount of spherical porosity. When all pores in a rockare high aspect ratio pores, the rock follows the upper limit

FIG.8. Introduction of the pore shape factor as a variable expo-nent renders the Wyllie model sensitive to changes in pore-typedistribution, represented as percentages of spherical to bulkporosity. (a) The Wyllie model with constant exponent of ma-trix velocity that equals 1. (b) The modified Wyllie model witha variable exponent.

of the velocity–porosity relationship in Figure 9. Once inter-crystalline or interparticle pores are introduced, a drop in thevelocity occurs and the rock behaves in a Wyllie equation fash-ion depending on the amount of intercrystalline pores. This isillustrated in Figure 9 by lines of equal high-aspect-ratio pores.This representation allows direct estimate of pore-type propor-tions if porosity is known.

Figure 10 demonstrates the applicability of the modifiedmodel on data published by Anselmetti and Eberli (1999). Theymeasured the acoustic velocity for over 300 samples of carbon-ate rocks. Many pores in these samples are well embeddedin the rock frame and include moldic, vuggy, and intrafossilpores. The velocity envelope of the modified model enclosedmost of the measured velocity points to bulk porosity of up to30%.

Carbonate rocks represent the most common reservoirs inwhich high-aspect-ratio pores may occur. Velocity–porositytransforms are commonly used to model and characterize suchreservoir rocks. In many cases, assumptions are made with lit-tle certainty regarding the matrix composition, pore type, oramount of porosity in the modeled reservoir. The amount oferror from uncertainty in pore types is much larger than thatresulting from uncertainty in carbonate matrix composition asquantitatively evaluated using the modified model (Figure 11).This implies that using a velocity–porosity relationship thatdoes not account for pore-type distribution, such as the Wylliemodel, would lead to erroneous results—especially in good-quality reservoirs. Meanwhile, the pore shape factor as a func-tion of measured rock velocity,

S=log

[(1− φB)VPf luid VProck

]− log(VPf luid − φBVProck

)log VPmatri x

,

(8)

uses the sensitivity of velocity measurements to changes in poretypes. Thus, this factor may serve as a quantitative indicator forpore-type distribution in such reservoirs.

SUMMARY AND CONCLUSIONS

The shape, size, and distribution of high-aspect-ratio poresprovide more grain-to-grain-contacts in the host rocks thaninterparticle or intercrystalline pores at the same amount ofporosity. This affects the frame properties of the rocks as theybecome stiffer. Our introduction of a pore shape factor intothe Wyllie equation gives more weight to the VPmatrix

value toretain the rock stiffness. Based on our modified model, thereis no unique velocity–porosity curve but rather lines of equalhigh-aspect-ratio porosity. This realization recognizes Wyllie’svelocity–porosity relationship as one particular case in whichall pores are intercrystalline or interparticle with a pore shapefactor S equal to unity. An increase in the amount of high-aspect-ratio pores leads to higher S. Further investigation isneeded to determine the correlation between Sand the amountof fracture porosity. Conceptually, since fracture porosity dra-matically decreases the strength of the rock, S would be lessthan unity.

Although the rocks we studied have different lithologies anddiagensis, the predicted velocity of the modified model corre-lated very well with the measured velocity for both rocks: R2

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54 Saleh and Castagna

FIG. 9. Graphical presentation of the new realization of the Wyllie equation. A velocity envelope defines theinverse velocity–porosity relationship. When all pores in a rock are high-aspect-ratio pores, the rock followsthe upper limit of the velocity–porosity relationship. Once intercrystalline or interparticle pores are introduced,a drop in the velocity occurs and the rock behaves in a Wyllie equation fashion, depending on the amount ofintercrystalline pores (a) Limestone; (b) dolomite.

is 0.97 and 0.99 for the Xan dolomite and andesitic sill, re-spectively. Also, it predicted the calculated velocity using theKuster-Toksoz theoretical model with a small margin of error(1.8% and 1.4% for the Xan dolomite and the andesitic sill,respectively).

Porosity in carbonate rocks is characterized by diversity inpore shapes as a result of diagenetic factors. High-aspect-ratiopores such as vuggy and moldic are common in these rocks.The error in velocity–porosity conversion resulting from un-certainty in pore types is highest in good-quality reservoirs.Thus, it is crucial to identify such types in seismic modeling orwell-log analysis of carbonate reservoir rocks. Our pore-shape

factor represents a quantitative indicator for pore type dis-tribution that may help in characterizing carbonate reservoirrocks.

Both sonic and resistivity measurements are texturally sen-sitive and are affected by changes in pore type. The Archieequation is the basic model that links both rock and fluid elec-tric properties to resistivity measurements. The cementationexponent m in the Archie model is the factor that capturespore-type changes (Doveton, 1994). On the other hand, theWyllie equation is the basic model that links both rock and fluidacoustic properties to sonic measurements. However, it lacksany expression that can be related to changes in pore type.

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Revisiting the Wyllie Equation 55

FIG. 10. The velocity envelope of the modified Wyllie equa-tion encloses most of the velocity measurements for carbonaterocks with vuggy and moldic pores up to a bulk porosity of30% (modified after Anselmetti and Eberli, 1999).

The introduced pore shape factor Scan capture such changes.It may represent the acoustic equivalent to the cementationfactor in Archie’s law.

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