Linear-transform techniques for processing shear-wave ...split shear wave as the time series...

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GEOPHYSICS. VOL. 58. NO. 2 (FEBRL’ARY 1993). P. 240-256.9 FIGS. Linear-transform techniques for processing shear-wave anisotropy in four-component seismic data Xiang-Yang Li* and Stuart CrampinS ABSTRACT Most published techniques for analyzing shear-wave splitting tend to be computing intensive, and make assumptions, such as the orthogonality of the two split shear waves, which are not necessarily correct. We present a fast linear-transform technique for analyzing shear-wave splitting in four-component (two sources/ two receivers) seismic data, which is flexible and widely applicable. We transform the four-component data by simple linear transforms so that the complicated shear-wave motion is linearized in a wide variety of circum- stances. This allows various attributes to be measured- ,including the polarizations of faster split shear waves and the time delays between faster and slower split shear waves, as-well as allowing the time series of the faster and slower split shear waves to be separated deterministically. In addition, with minimal assump- tions, the geophone orientations can be estimated for zero-offset verticle seismic profiles (VSPs), and the polarizations of the slower split shear w’aves can be measured for offset VSPs. The time series of the split shear-waves can be separated before stack for reflec- tion surveys. The technique has been successfully applied to a number of field VSPs and reflection data sets. Applications to a zero-offset VSP, an offset VSP, and a reflection data set will be presented to illustrate the technique. INTRODUCTION Identification and quantification of shear-wave splitting in seismic data can provide information about the internal structure of a reservoir including fracture intensity and fracture orientation (Crampin, 1987; Mueller, 1991). In some cases, production can be correlated with the degree of shear-wave splitting (Cliet et al., 1990; Davis and Lewis, 1990). However, the success of such applications depends on the success of the processing techniques for determining the faster and slower split shear waves qS1 and qS2. The earliest techniques for processing shear-wave splitting were various types of rotation scanning. Alford (1986) and Thomsen (1988) rotated the source and instrument axes of four-component data simultaneously (Synchronous source- geophone rotation) to minimize the off-diagonal energy in the data matrix. Naville (1986) and Nicoletis et al. (1988) adopted a similar rotation procedure, but minimized off- diagonal elements in the propagation matrix. Murtha (1989) developed an analytical expression for a rotation angle in a specified time-window. MacBeth and Crampin (199 la) min- imized the spectral interference of two split shear waves in the frequency domain. MacBeth and Crampin (1991b) adapted the Independent source-geophgne rotation tech- nique of Igel and Crampin (1990) to an exploration context. Li and Crampin (1990, 1991a, 1991b) developed complex component analysis of shear-wave splitting. We present a new fast technique for analysing shear-wave splitting in four-component seismic data that we call the linear-transform techniqrre. We assume an acquisition geom- etry for four-component seismic data of two-horizontal sources and two horizontal receivers, where the orientations of receivers may be different from the source orientations, and the two split shear waves may not be polarized orthog- onally. In homogeneous crack-induced anisotropy, caused, say, by a single set of parallel vertical cracks in an isotropic matrix rock, the recorded four-components can be ex- Presented at the 61st Annual International Meeting, Society of Exploration Geophysicists. Manuscript received by the Editor July 5. 1991; revised manuscript received August 5. 1992. *Edinburgh Anisotropy Project, British Geological Survey, Murchison House West Mains Rd., Edinburgh EH9 3LA, Scotland, United Kingdom. SEdinburgh Anisotropy Project, British Geological Survey, Murchison House West Mains Rd., Edinburgh EH9 3LA, Scotland, United Kingdom; Dept. of Geology and Geophysics, University of Edinburgh, James Clerk Maxwell Building, Edinburgh, EH9 352. Scotland, United Kingdom. 0 1993 Society of Exploration Geophysicists. All rights reserved. 240

Transcript of Linear-transform techniques for processing shear-wave ...split shear wave as the time series...

Page 1: Linear-transform techniques for processing shear-wave ...split shear wave as the time series received at a receiver when the receiver and a source vector F with signature F(t) are

GEOPHYSICS. VOL. 58. NO. 2 (FEBRL’ARY 1993). P. 240-256.9 FIGS.

Linear-transform techniques for processing shear-waveanisotropy in four-component seismic data

Xiang-Yang Li* and Stuart CrampinS

ABSTRACTMost published techniques for analyzing shear-wave

splitting tend to be computing intensive, and makeassumptions, such as the orthogonality of the two splitshear waves, which are not necessarily correct. Wepresent a fast linear-transform technique for analyzingshear-wave splitting in four-component (two sources/two receivers) seismic data, which is flexible andwidely applicable.

We transform the four-component data by simplelinear transforms so that the complicated shear-wavemotion is linearized in a wide variety of circum-stances. This allows various attributes to be measured-,including the polarizations of faster split shear waves

and the time delays between faster and slower splitshear waves, as-well as allowing the time series of thefaster and slower split shear waves to be separateddeterministically. In addition, with minimal assump-tions, the geophone orientations can be estimated forzero-offset verticle seismic profiles (VSPs), and thepolarizations of the slower split shear w’aves can bemeasured for offset VSPs. The time series of the splitshear-waves can be separated before stack for reflec-tion surveys. The technique has been successfullyapplied to a number of field VSPs and reflection datasets. Applications to a zero-offset VSP, an offset VSP,and a reflection data set will be presented to illustratethe technique.

INTRODUCTION

Identification and quantification of shear-wave splitting inseismic data can provide information about the internalstructure of a reservoir including fracture intensity andfracture orientation (Crampin, 1987; Mueller, 1991). In somecases, production can be correlated with the degree ofshear-wave splitting (Cliet et al., 1990; Davis and Lewis,1990). However, the success of such applications dependson the success of the processing techniques for determiningthe faster and slower split shear waves qS1 and qS2.

The earliest techniques for processing shear-wave splittingwere various types of rotation scanning. Alford (1986) andThomsen (1988) rotated the source and instrument axes offour-component data simultaneously (Synchronous source-geophone rotation) to minimize the off-diagonal energy inthe data matrix. Naville (1986) and Nicoletis et al. (1988)adopted a similar rotation procedure, but minimized off-diagonal elements in the propagation matrix. Murtha (1989)

developed an analytical expression for a rotation angle in aspecified time-window. MacBeth and Crampin (199 la) min-imized the spectral interference of two split shear waves inthe frequency domain. MacBeth and Crampin (1991b)adapted the Independent source-geophgne rotation tech-nique of Igel and Crampin (1990) to an exploration context.Li and Crampin (1990, 1991a, 1991b) developed complexcomponent analysis of shear-wave splitting.

We present a new fast technique for analysing shear-wavesplitting in four-component seismic data that we call thelinear-transform techniqrre. We assume an acquisition geom-etry for four-component seismic data of two-horizontalsources and two horizontal receivers, where the orientationsof receivers may be different from the source orientations,and the two split shear waves may not be polarized orthog-onally. In homogeneous crack-induced anisotropy, caused,say, by a single set of parallel vertical cracks in an isotropicmatrix rock, the recorded four-components can be ex-

Presented at the 61st Annual International Meeting, Society of Exploration Geophysicists. Manuscript received by the Editor July 5. 1991;revised manuscript received August 5. 1992.*Edinburgh Anisotropy Project, British Geological Survey, Murchison House West Mains Rd., Edinburgh EH9 3LA, Scotland, UnitedKingdom.SEdinburgh Anisotropy Project, British Geological Survey, Murchison House West Mains Rd., Edinburgh EH9 3LA, Scotland, UnitedKingdom; Dept. of Geology and Geophysics, University of Edinburgh, James Clerk Maxwell Building, Edinburgh, EH9 352. Scotland, UnitedKingdom.0 1993 Society of Exploration Geophysicists. All rights reserved.

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Linear-transform Techniques 241

pressed in terms of the properties of the uncracked matrix ASSUMPTIONS AND DEFINITIONSand the properties of the faster and slower split shear waves.Thus, in principle, the properties of the matrix and the faster Acquisition geometryand slower split shear waves can be determined from therecorded components. Alford (1986) and Thomsen (1988) did Figure 1 shows the coordinate system with origin at thethis by rotation scanning where, if the two split shear-waves surface. Figure la shows the source geometry, where X andare orthogonally polarized, the sources and receivers can be Y are two orthogonal source orientations, and el and e2 aresynchronously rotated until they are parallel to the polariza- two unit vectors representing the directions of faster andtions of the split shear waves, thus minimizing the off- slower split shear waves, respectively, for a given raypath,diagonal energy in the data matrix. which are not necessarily orthogonal. Unit vectors el and e2

We transform the data by simple linear transforms so that are at angles of 01’ and p’, respectively, from the X-direction.the complicated shear-wave motion is linearized in a wide Figure lb shows the surface projection of the geophonevariety of circumstances. This allows a number of attributes geometry, where x and y are two orthogonal geophones, andto be calculated, including the polarizations of fast split el and e2 are the same unit vectors as in Figure la at anglesshear waves, the time delays between faster and slower split 01 and p from the x-direction, respectively. All angles areshear waves, and it also allows deterministic separation of measured clockwise from the X- and x-directions. Note thatthe principal time series into the faster and slower split shear the geophone orientation in Figure lb is different from thewaves. In addition, with minimal assumptions, geophone source orientation in Figure la, and the medium between theorientations can be estimated in zero-offset vertical seismic source and the first geophone is homogeneous with uniformprofiles (VSPs) if the two split shear waves are orthogonally distribution of cracks between successive geophones. Thus,polarized, and the polarization of the slower split shear any change in shear-wave polarization over the travel path iswaves can be determined in offset VSPs. The time series of expressed at the geophone position.split shear waves can be separated before stacking in reflec- Figures la and lb can be considered as typical VSPtion surveys. The technique has been applied successfully to geometry. The geometry of reflection surveys can be con-a number of field VSPs and reflection surveys, and will be sidered as a special case of VSP geometry, where the sourceillustrated with a zero-offset VSP, an offset VSP, and a and geophone are all on the surface and orientated in thereflection survey. same direction. Hereafter, the geometry of VSPs and reflec-

FIG. 1. Diagrams showing the acquisition geometry and coordinate system in the horizontal plane. (a) Source geometry, whereX and Y are two orthogonal sources with signature F(t), el and e2 are the directions of faster and slower split shear wavesreceived at the geophone position, and Fl and F2 are two decompositions of the source vector F. (b) Geophone geometry, wherex and y are two orthogonal geophones possibly in a different orientation from the sources, and el and e2 are the same as (a).(c) Overlay of (a) and (b) for a homogeneous medium where the effective shear-wave polarization does not change in themedium between the source and geophone.

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242 Li and Crampin

tion surveys will not be treated separately, unless otherwisespecified.

We further assume that the angle between the faster andslower split shear waves is preserved throughout the homo-geneous material. Consequently, in overlaying Figures laand lb, we have:

p’ - cl’ = p - a. (1)

Basic assumptions

Anisotropy of the earth.-We assume anisotropy in theearth is caused by stress-aligned fluid-filled inclusions (EDA-cracks), and the inclusions are uniformly distributed be-tween the source and geophone. If this is satisfied themedium between the source and geophone is referred to ashomogeneous. If the polarizations of the shear waves changewith depth or angle of incidence, as reported in Wintersteinand Meadows (1990) (and interpreted by them as implyingchanging crack orientations), we call the medium inhomoge-neous. In such inhomogeneous anisotropy, it is possible toextrapolate the source downwards, as demonstrated in Win-terstein and Meadows (1991).

Source signature.- We use F(t) to represent the signatureof the source, which we assume is the same for both X- andY-source orientations. This is an assumption in field acqui-sition that many of the reported multicomponent data setsappear to satisfy, at least approximately (Alford, 1986;Squires et al., 1989; Winterstein and Meadows, 1991).

Geophone orientations.-The geophone orientation maychange between different locations, particularly at differentlevels in VSPs, but for a given location, the orientation isfixed for both X- and Y-sources. Again, this requirement isusually satisfied in field acquisition.

Polarizations of the split shear waves.-The polarizationsof the split shear waves are fixed for a given raypathdirection. This implies that the angles 01’, p’, CY and l3 areinvariant over a time window that covers a specific shear-wave arrival, but may change for different arrivals as differ-ent raypaths are involved. These conditions are believed tobe generally satisfied in most anisotropic materials.

Principle of superposition.-We assume that a sourcevector F with signature F(t) can be decomposed into twosubsources Fl and F2 along el and e2 with signatures Fl (t)and F2(t), respectively, (Figure la) and the wavefield ex-cited by source vector F in the medium is equivalent to thewavefield excited simultaneously by subsources Fl and F2.We call this assumption the principle of superposition.

With the above assumptions, where (x’ and l3’ in Figure 1are the angles of the faster and slower split shear waves fromthe X-direction, we have (see Appendix B):

Fl(t) = -F(t) cos /3’/sin (p - ol’);

and (2)

F2(t) = F(t) cos cx’/sin (p - ol’).

We define the principal time series qS l(t) of the fastersplit shear wave as the time series received at a receiver

when the receiver and a source vector F with signature F(t)are both polarized along el. Similarly, we define time seriesqS2(t) of the slower split shear waves as the time seriesreceived when the receiver and the source vector F are bothpolarized along e2. The concept of the principal time serieswas introduced in Alford (1986) and Thomsen (1988). Herewe give an alternative geometric definition.

We introduce two transformed time series Vl (t) and V2(t)as the sum and difference, respectively, of the principal timeseries qSl(t) and qS2(t):

Vi(t) = @l(t) + @2(t),(3)

V2(t) = +sl(t) - @2(t).

THE LINEAR-TRANSFORM TECHNIQUE

Equations of four-component data

With the acquisition geometry in homogeneous anisotro-pit medium shown in Figure 1, and the principle of super-position, we can decompose the X-source into subsources asshown Figure la. The amplitudes of the faster and slowersplit shear waves excited by the X-source can be written as(see Appendix B):

qSl(t) sin p’/sin (l3’ - (Y’),

and (4)

-qS2(t) sin cx’/sin (p - a’),

respectively, where qSl(t), and qS2(t) are the principaltime series of faster and slower split shear waves, respec-tively; and 0~’ and l3’ are the angles in Figure la and lc.

We define the four-component time series sti(t) recordedfrom X- and Y-sources (j = 1, 2) at x- and y-geophones(i = 1, 2). The two geophone components s t t (t) and s 21 (t)from the X-source can be written as:

sll(t) = [qSl(t) sin l3’ cos OL

- qS2(t) sin CY’ cos p]/sin (p - OL’),

and (5)

~21 (t) = [qSl(t) sin l3’ sin OL

- qS2(t) sin CY’ sin p]/sin (l3’ - (Y’),

Similarly, the amplitudes of the faster and slower split shearwaves excited by the Y-source are (see Appendix B):

-qSl(t) cos p’/sin (p - (x’),

and (6)

qS2(t) cos cx’/sin (p - (Y’),

and the two components of s r2(t) and s22 (t) can be writtenas:

s&t) = [-qSl(t) cos p’ cos a

+ qS2(t) cos cx’ cos p]/sin (p’ - cx’),

and

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Linear-transform Techniques 243

s22(t) = [-qSl(t) cos l3’ sin OL

+ qS2(t) cos CX’ sin p]/sin (p’ - a’). (7)

These are basic relations between the recorded componentsand the principal time series of split shear waves. Theequations could be solved by computer-intensive rotationscanning techniques, as suggested in Alford (1986) andThomsen (1988). Here, we apply linear transforms to thefour-component data sets:

SW = Sll (6 - s22 (0,

TO) = S2lW + S12W,

c-(t) = s110) + S22W,

and

XW = 312(t) - S2lW

Combining these various equations, we have:

E(t) = [qSl(t) sin (01 + p’)

- qS2(t) sin (CY’ + p)]/sin (p - CX’),

q(t) = -[qSl(t) cos ((x + p’)

- qS2(t) cos (a’ + p)]/sin (p - CY’),

c(t) = [qSl(t) sin (p - o)

+ qS2(t) sin (l3 - a’)]/sin (p - a’),

and

x(t) = -[qSl(t) cos (p’ - CX)

- qS2(t) cos (f3 - ol’)]/sin (p - ol’).

(8)

(9)

(10)

(11)

(12)

[Linear transforms (8) and (9) were first used by Li andCrampin (1990, 1991a, 1991b) to calculate orientation logs inreflection surveys, when the components of the geophoneand source were assumed to be orientated in the samedirection, either in the acquisition geometry or by subse-quent rotation.]

There are six unknowns in the four equations in (12) andthere will be no unique solution unless further constraintsare introduced. We discuss two cases. The first is the casewith orthogonally polarized shear waves, as in zero-offsetVSPs (or, stacked sections), where the linear transformtechnique allows the orientations of downhole geophones tobe determined. The second is the case with nonorthogonallypolarized shear waves, as in offset VSPs, where the orien-tation of downhole geophones are known from the polariza-tion of P-arrivals, for example, and the angle of separation ofthe split shear waves can be determined, and the orthogo-nality of the split shear-waves tested. A reflection survey canbe considered as a special case of an offset VSP.

Orthogonal split shear-waves

We assume the two split shear waves in a crack-inducedanisotropy are orthogonal to each other at vertical incidence,as in zero-offset VSPs, or the stacked sections in a reflectionsurvey, (The orientation of the faster split shear wave is

often associated with the crack strike.) Noting that p = 7~/2+ OL and p’ = ~/2 + CY’, equations (12) can be rewritten as:

E;(t) = [qSl(t) - qS2(t)] cos (cd + a),

I = [qSl(t) - qS2(t)] sin (cx’ + (x),(13)

and

C(t) = [qSl(t) + qS2(t)] cos (a’ - a),

x(t) = [qSl(t) + qS2(t)] sin (a’ - 0~).(14)

Equation (13) shows that the time series V2(t) = qS1 - qS2represents linear motion in coordinate system (5, T) withangle (x’ + (Y to the axis 5, and equation (14) shows that thetime series Vi(t) = qS1 + qS2 represents linear motion incoordinate system (5, x) with angle 0~’ - OL to the 5 axis. Fromthe properties of linear motion in Appendix A, we canuniquely determine Vl and V2, and 01’ + CY and (x’ - 0~. Thus,qS1 = (Vl + V2)/2 and qS2 = (VI - V2)/2, and (x and 0~’can be determined, and the orientation of the geophone canbe estimated from (x - (Y’.

Nonorthogonal split shear waves

In off-vertical incidence, the polarizations of the faster andslower split shear waves in the horizontal plane may not beorthogonal. Such cases include offset-VSPs, and prestackdata in reflection surveys, but nonorthogonally polarizedshear waves may also be present in zero-offset VSPs if thestructure is not horizontal. [Note that there are two principalreasons for the nonorthogonality of shear waves. The polar-izations of split shear waves along raypaths in directionswithout axial symmetry are not usually orthogonal(Crampin, 1981), except in media with transverse isotropy,and in any case, the orientations of nonvertically propagat-ing shear waves will be further distorted in the horizontalplane .]

In almost all cases of nonorthogonality, it is reasonable toassume that the orientation of the geophone is the same asthe source. This is usually true in reflection surveys. In offsetVSPs, even without gyro data, the orientations of geophonescan usually be determined from the polarization of P-waves,so that the horizontal recordings can be digitally rotated sothat the axes of source and geophone do effectively coincide.If the orientation of a geophone is the same as a source, thatis, (x = 01’, and p = p’, equations (12) can be rewritten as:

t(t) = [qSl(t) - qS2(t)] sin (01 + p)/sin (l3 - a),

I = -[qSl(t) - qS2(t)] cos (a + p)/sin (p - (x),(15)

and

50) = qsw + qW6,(16)

x(t) = -[qSl(t) - qS2(t)] cos (f3 - cx)/sin (l3 - 01).

Thus, time series VI = qS1 + qS2 = c(t) is directly givenby equation (16), and V2 = qS 1 - qS2 can be determinedas follows. We introduce a time series U(t) :

U(t) = [qSl(t) - qS2(t)]lsin (l3 - 01); (17)

so that equations (15), (16), and (17) can be written:

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244 Li and Crampin

E(t) = U(t) sin (0~ + p),

rlw = -U(t) cos (a + p>,(18) VERIFYING THE LINEAR-TRANSFORM TECHNIQUE

and

x = -U(t) cos (p - a).

Similarly, equations (17) and (18) show that U(t) is alsolinear in coordinate system (5, -$. Consequently, Vl =qS1 + qS2, V2 = qS1 - qS2, and angles (Y - B and cx + pcan also be estimated from linear transforms. Thus, thefaster split shear wave qS 1 and polarization angle CL, and theslower split shear wave, qS2 and angle l3 can be directlydetermined. Angle B - OL is the angle between the faster andslower split shear waves and can be used to test theorthogonality of the split shear waves. Thus, we refer to it asthe degree of orthogonality.

In summary, instead of solving for qS1 and qS2 inzero-offset or wider-offset VSPs with rotation, with lineartransforms the time series of the split shear-waves, qS1 =(Vl + V2)/2 and qS2 = (Vl - V2)/2, can be separated

2 5

2 6

2 7

2 8

2 9

3 0

31

3 2

3 3

3 4

3 5

3 6 !(a)

5.L 0/4

I/

IP%

I/

Ir

I

(c)

5LXB!l/B/\BI\/“a/(d)

directly, and their various polarizations estimated, even ifthe split shear waves are not orthogonal.

To verify this technique, we demonstrate the linearity ofthe transformed time series in field VSPs, and apply thetechnique to a synthetic VSP, where the polarizations andamplitudes of the split shear waves are known.

Linearity of Vl and V2

Equations (13) and (14) show that Vl and V2 are expectedto have linear-motion in the transformed coordinate systemfor zero-offset VSPs. We test this with field data in Figure 2,which shows polarization diagrams (PDs, or hodograms) inthe horizontal plane of a zero-offset VSP from BritishPetroleum’s (BP’s) test site at Devine, Texas (Raikes, 1991).Figure 2a shows PDs of the in-line (X-) source (the particlemotion of s,r and s2 l ), and Figure 2b shows PDs of thecross-line (I’) source (particle motion of s r2 and s&, at thesame geophones. Shear-wave splitting is difficult to identify

3 7

3 8

3 9

4 0

41

4 2

4 3

4 4

4 5

4 6

4 7

48

tLP X

(4%/i\

BCd)

FIG. 2. Polarization diagrams (PDs) of a zero-offset VSP from BP’s test site at Devine, Texas, showing thelinearity of the transformed motions: (a) in-line source (X-source), s tI (t) and s21 (t) ; (b) cross-line source(Y-source), st2(t) and s22(t); (c) transformed components, t(t) = s,t(t) - Gus and I = st2(t) + s,,(r);and (cl) transformed components c(t) = s,t(t) + ~~~(1) and x(t) = st2(t) - ~~~(1).

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Linear-transform Techniques 245

because the small delay between the two split shear wavesmakes the motion elliptical. Figure 2c shows PDs of thetransformed motions, V2(t) (particle motion of 5 = sll -~22 and q = s12 + Sag); and Figure 2d shows PDs of thetransformed motions, Vl (t) (particle motion of 5 = s 11 +s22 and x = s12 - Sag). Almost all of the patterns of thetransformed motions in the PDs of Figures 2c and 2d areessentially linear as expected, despite the ellipticity of theoriginal particle motion.

Note that if the anisotropy is small, similar to the case ofan isotropic medium, the orientations of PDs (the polariza-tion direction of the main ellipse) of recorded shear-wavecomponents at near vertical incidence will often preserve’theorientations of the sources. Thus, the orientations of PDs in(a) and (b) in Figure 2 are expected to be orthogonal for agiven geophone level because PDs in (a) and (b) correspondto two orthogonal sources and time delay between the twosplit shear-waves, hence, anisotropy is small. However, theorientations of transformed PDs in (c) and (d) of Figure 2 aredependent on angles 0~’ + 01 and 0~’ - 01, respectively, asshown in equations (13) and (14). If geophone x-direction

49

50

51

52

53

54

55

56

57

58

59

60

(b)

aB\\BB\\\\\k(cl

happens to be close to el in Figure lb, angle CY will be smalland angles 01’ + (Y and 01’ - 01 will be close. Thus theorientations of the transformed PDs in this case will bealmost parallel as shown in geophone 32, 39, etc. in (c) and(d) of Figure 2. As 0~’ (source X-direction) is fixed and cx(geophone x-direction) varies with depth, the orientation ofPDs of the transformed components in Figure 2c and 2d willvary with depth.

Figure 3 shows similar PDs in the horizontal plane of anoffset-VSP, also from Devine, Texas. Figures 3a and 3bshow the polarizations of in-line and cross-line (X- and Y-)sources received at horizontal geophones, as in Figure 2.Again the recorded shear motion is elliptical. Figure 3cshows PDs of the transformed motion in the particle motionof V2(t) in coordinate system (t, T) from equations (15).Again the motion in Figure 3c is essentially linear. Note thatthe essentially linear motion of Vi(t) is already determinedby equation (16). Also note that in Figure 3, the geophonesare rotated so that all the geophones are effectively orien-tated in the same direction as the sources; thus the orienta-tions of the PDs in Figure 3 do not change with depth.

61

62

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68

69

70

71

72

S12b*1 LS

22

Q8898QQ88QQQ(a)

@PP

(b)

5Ln\\\\\a\1\\I\(cl

FIG. 3. PDs of an offset VSP [offset 600 ft (190 m)], also from Devine, Texas, showing the linearity of thetransformed motions: (a) in-line source s l 1 (t) and s21 (t) ; (b) cross-line source s 12(t) and s22 (t) ; and (c)

transformed components E(t) = sll(t) - ~~~(t) and q(t) = s12(t) + s2](t),

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246 Li and Crampin

In summary, although the particle motion of shear wavesas recorded are frequently elliptical, the linear transforms ofthe sum and difference of the split shear waves Vl and V2,respectively, are linear. Consequently, the time series of thesplit shear waves can be directly separated by recombiningVl and V2.

Testing with synthetic data

We test the technique for measuring the polarization,time-delay, geophone orientation, and degree of orthogonal-ity with synthetic data. The data are modeled on VSP Model 1of the Anisotropy Modeling Collaboration (Thomsen et al.,1989) by the Edinburgh Anisotropy Project. The VSP has a500 m offset, to a maximum depth of 2500 m. For thepurposes of this analysis, it is treated as a zero-offset VSP.That is, the polarizations of the two split shear waves in thehorizontal plane are assumed to be orthogonal.

Figure 4a shows the comparison of measured and expectedtime delay between the split shear waves; Figure 4b shows thecomparison of measured and expected polarizations (where thetop layer of the model is isotropic); Figure 4c shows themeasured and expected degree of orthogonal&y; and Figure 4dshows the comparison of the measured geophone orientationwith the known orientation, which has been deliberately mod-ified for the purposes of the test. The match of measured toexpected results for time delays (Figure 4a) is good, except forthe top two geophones that are too close to the source and arenoisy. The match for polarizations (Figure 4b) is good for allgeophones. The match for orthogonalities is good, except forgeophones 5 to 7 which are located at, or close to the isotropic/anisotropic interface where the time delay starts to build up asshown in Figure 4a, and where some interferences of splitshear waves exist. The match for geophone orientations isgood for all geophones (Figure 4d), but for the top 15 geo-phones there are 10 to 15 degree differences between themeasured and expected results, which is possibly a result of thesmall time delays between the two split shear waves for the top15 geophones as shown in Figure 4a, and the likely existence ofsome interferences of split shear waves. Despite this, theoverall match is good.

APPLICATIONS TO FIELD DATA

We now apply the technique to field data sets: (1) zero-offset and wide offset VSPs from BP’s test site at Devine,Texas; and (2) a shot gather from the Kim-Tech Lost Hillsreflection line.

Zero-offset VSP

The technique has been applied with satisfactory results toa number of zero-offset VSPs without gyro data where thegeophone orientations are unknown. We choose a VSP fromDevine as an example.

Figure 5a shows the four-component seismic data matrixfrom a Devine VSP, and Figure 5b shows the faster and slowersplit shear waves separated by the linear transform technique.Note that in displaying Figure 5a, the gain applied to compo-nents s21 and s12 is four times larger than the gain applied tocomponents s t t and s22 to show the variation of waveforms incomponent s21 and s 12 clearly. A comparison of Figures 5a and

5b shows that the overall signal-to-noise ratio is slightly im-proved by the separation, with the direct shear arrivals beingmore consistent between geophone levels. Detailed cornpal+son of the separated split shear-waves shows almost identicalwaveforms with a very small time delay.

Figure 5c shows the estimated time delays. The trend ofvariation of the time delay agrees with the analysis based onPDs by Yardley (1992). Figure 5d shows the polarization ofthe leading split shear wave, which is consistent betweengeophones with a gradually linear change of polarizationangle with depth. This linear change of polarization anglewith depth may represent some kind of crack orientationchanging with depth, but may also represent the differentialattenuations of faster and slower split shear waves. Theslower split shear wave tends to be attenuated more than thefast split shear wave (Thomsen, 1988; Mueller, 1991). Asdepth increases, such attenuation of slower split shear waveswill increase, resulting in a gradual change of polarizationangle with depth. There are also other factors, such asirregularities in field acquisition, that may cause polarizationchange. It is possible to separate these factors by full-waveforward modeling (Yardley, 1992).

Figure 5e shows geophone orientations (x-direction mea-sured from the X-source direction) determined by the lineartransform technique (solid line) compared with those esti-mated from PDs (dotted line). There are 10 to 20 degreedifferences between the two kinds of measurements, forwhich there are two possible explanations. On one hand,when the time delay is small, measurements of geophoneorientation by the linear transform technique may yield 10 to15 degree differences, as shown in the synthetic results ofFigure 4d. On the other hand, a visual examination ofpolarization diagrams may easily introduce an error of 5 to10 degrees. However, the trend of the variation of the twokinds of measurements matches very well, and the resultsare generally acceptable.

Offset VSP

The technique has been applied to several offset VSPsfrom Devine BP and elsewhere, where the geophone orien-tation is determined from the polarizations of P-waves. Wepresent one example from Devine. Figure 6a shows theseismic data matrix, and Figure 6b shows the separated splitshear waves. The same gains as in Figure 5a and 5b wereused to display Figure 6a and 6b. Again the signal-to-noiseratio is improved, and the two split shear waves are consis-tent in the separated data. Figure 6c compares the delaybetween the split shear waves by assuming orthogonalmeasurements in equations (13) and (14), and the delay fromallowing nonorthogonal shear wave polarizations in equa-tions (15) and (16). The time delays from assuming orthogo-nal and nonorthogonal polarizations are almost identical,presumably because the polarizations are nearly orthogonal.As in the zero-offset data in Figure 5, the delays increasegradually with depth. Figure 6d shows the polarizations ofthe shear waves and the estimated degree of orthogonality.The estimated polarizations are similar to those of the zerooffset VSP (Figure 5d). The two split shear waves are about90 degrees, as expected from the comparison of the delays inFigure 6c.

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Linear-transform Techniques 247

Reflection survey

Again the technique has been applied to several reflectiondata sets, where the geophone orientations are the same asthe source orientations. We choose a shot gather from theKim-Tech Lost Hills reflection line as an illustration.

Figure 7a shows the seismic data matrix, and Figure 7bshows the separated split shear waves. The continuity ofevents is improved in the separated data, and a comparison

5

. 10

zo

z0 15roa

8 20

- Measured. s.. Expected

300 20 40 60 80 1

Time Delay (ms)

C)0

5

. 10

zo

E0 15coa

g 20

25

T

30 10 30 60 90 120 150 180 0 30 60 90 120 150 180

Orthogonality (Degrees) Geo. Orientation (Degrees)

MeasuredExpected

of the faster and slower section shows a clear separation atthe major reflection arrivals. A constant gain was applied todisplay Figure 7a and 7b.

Figure 7c shows a color display of polarizations, using thetechniques of Li and Crampin (1990, 1991a, 1991b). First, thevariation of color represents the variation of polarization.Two major color events, blue and red-orange, can be iden-tified in Figure 7c, which represent the polarizations of the

(text continued on p.253)

5

. 10zo

E0 15cg

8 20

25

...J - Measured. *. . Expected

h

-60 -30 0 30 60Polarization (Degrees)

d)a

25

- Measured. . * * Expected

90

FIG. 4. Test with synthetic AMC VSP data showing comparison of measured attributes (solid line) with expected values (dottedline): (a) time delay between the faster and slower split shear-waves; (b) polarization of the faster split shear-wave measuredfrom the source X-direction; (c) degree of orthogonality, angle between the faster and slower split shear waves; and (d)geophone orientation (x-direction) measured from X-source direction where the expected values have been disturbed.

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240 Li and Crampin

a)

10

20

30d= 40aI5 50cEal 60(3

70

80

90

10

20

30d= 4 0

it2 5 0

Ea 60(3

70

SllIEAP 1

I I

s12 (x4)IEAP (

80

0.0 0.3 0.6 0.9 1.2 0.0 0.3 0.6 0.9 1.2I I I I I

Time in Seconds

FIG. 5. Results from the zero-offset VSP from Devine in Figure 2. (a) Four-component seismic data matrix showing four recordsections s,t(t), ant, sly(t), and am; note that the gain applied to s21 and s12 is four times larger than the gain applied tos I t and s22 ; (b) record section of faster and slower split shear waves qS1 (t) and qS2(t) computed from data matrix (a); a sameconstant gain as used for components s , , and s22 was applied to components qS 1 and qS2; (c) measured time delay againstdepth; (d) measured polarization direction of faster split shear waves; and (e) comparison of geophone orientations (x-direction)estimated by the linear transform technique (solid line) and by visual examination of polarization diagrams, PDs (dotted line),where both attributes are measured from the source X-direction.

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Linear-transform Techniques 249

qs1 qs2

.z”

coa8

IO

20

30

40

50

60

70

80

90

0.6 0.9 1.2 0.0 0.3 0.6 0.9 1.20.0 0.3Time in Seconds

15 -

25-

- Time delay

6Z

35-

i! 45-zg 55-

865 -

75 -

85 -

5

15

25

6 35Z

E 45rog 55

$65

75

85

- Polarization

-25

6 -35ZE -45rooa -55

8-65

-85

0 10 20 30 40 50 60 -120 -90 -60 -30 0 30 60 -120 -80 -40 0 40 80 120Time Delay (ms) Polarization (Degrees) Geo. Orientation (Degrees)

FIG. 5. (continued)

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250 Li and Crampin

a) SllIEAP 1

s21 (x4)IEAP I

IO

20.g 30

zz0 40cEaI 50(3

60

70

80

I

s22IEAP I I

I I I I I

0.0 0.3 0.6 0.9 1.20.0 0.3 0.6 0.9 1.2Time in Seconds

FIG. 6. Results from the offset VSP from Devine in Figure 3. The offset is 600 ft (190 m). (a) and (b) have same notations as inFigures 5a, and 5b; the gain is also the same as in Figure 5a and 5b; (c) shows a comparison of the time delay estimated usingthe orthogonal algorithm [equations (13) and (14)] (solid line); and using the nonorthogonal algorithm [equations (15) and (16)](dotted line); and (d) shows the estimated degree of orthogonality, or angle between the two split shear-waves (dotted line), andpolarization angles of the faster split shear waves (solid line), where both attributes are measured from the source X-direction.

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Linear-transform Techniques251

- n4.L .

k “”8 -60

10 20Time

30Delay

60

a> -4o-scn -50 -8cs -60 -

-70 -

-80 -

- Polarizationl . l l Or thogonality

l : .

.*.

.

..--.........

.’.:::*.

:*

... . ... ... ..

l .. l

-120 -80 -40 0 40 80 120Angle (Degrees)

6. (continued)

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252 Li and Crampin

Sll s2115 30 45 60 75 go 105 120 1 5 3 0 4 5 6 0 7 5 9 0 1 0 5 1 2 0

s12 s2215 30 45 60 7.5 90 10s 120 15 3 0 4 5 6 0 7 5 9 0 1 0 5 1 2 0

W1 . 4

s 2 . 630

5 3 . 0

1,5 3.0 45 qs16 0 7 5 1 0 5 120 15 30 45 q= 60 75 9p 105 120

FIG. 7. Results from Lost Hills reflection data. (a) Four-component data matrix of a shot record from the Lost Hills data setshowing four record sections, s t, (t), s2 1 (t), s t2 (t), and s22 (t); a constant gain was applied to all four components; (b)computed amplitude section of faster and slower shear waves, qS1 (t) and qS2(t); a same constant gain as (a) was used here;and (c) color plot of polarization variations of split shear waves.

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Linear-transform Techniques 253

1.8.

25 2.60z

3.0

PolarizationsIF; 30 45 60 75

DEGREESFIG. 7. (continued)

fast and slower split shear wave, respectively. The polariza-tion angles of the fast and slower split shear waves can beestimated as approximately 135 degrees (blue) and 45 de-grees (red-orange). Second, the variation of polarization,represented by the color, delineates reflection eventsclearly, and the continuity of wave events in Figure 7c isbetter than in the amplitude displays (Figure 7a and 7b).

DISCUSSION AND CONCLUSIONS

The above examples show that the polarizations andamplitudes of the faster and slower split shear waves inVSPs and reflection surveys can be estimated by linear-transform techniques. We have only discussed the situationof homogeneous anisotropic media, that is, where the polar-izations of the split shear waves do not vary with depth. Thetechnique can be extended to media where the effectivepolarizations change with depth. In this case we can eitherextrapolate the sources downward into the lower layers, sothat the medium between the extrapolated sources and thegeophones is homogeneous, as was demonstrated by Win-terstein and Meadows (1991), or we can spectrally transformthe lower by the upper geophone displacement to remove theeffects of the upper layer, as demonstrated by Zeng andMacBeth (1992). Linear transforms are then performed inthe frequency domain.

This technique recognizes the linearity of the transformedshear-wave motion in the transformed coordinate system.These (four) linear transforms are deterministic and can be

efficiently implemented. We suggest that two features of thelinear-transform technique should be noted: (1) the speedand directness of the calculations; and (2) the remarkableconsistency of the measurements of the attributes in the fielddata sets, as shown in Figures 5c, 5d, 5e, 6c, and 6d.Conventional methods employ a rotation scanning proce-dure (Alford, 1986) and tend to be computing intensive.

We conclude from our studies that the linear-transformtechnique separates the faster and slower split shear wavesefficiently, and measures the parameters of shear-wave split-ting with satisfactory accuracy in four-component seismic data.It is flexible and can be used in a variety of ways to treat bothorthogonally and nonorthogonally polarized split shear waves.The technique estimates the orientation of downhole geo-phones in zero-offset VSPs where the split shear waves can beassumed, and measures the degree of orthogonality of the twosplit shear waves in offset VSPs where the orientation of thegeophones can be estimated by other techniques. In reflectionsurveys, the faster and slower split shear wave can be sepa-rated deterministically before stack, which simplifies the proc-essing procedure of multicomponent reflection data in thepresence of anisotropy (Li, 1992).

ACKNOWLEDGMENTS

We thank British Petroleum for making the three-compo-nent VSP data from the BP test site at Devine, Texasavailable. The synthetic seismograms were calculated withthe ANISEIS package of Applied Geophysical Software Inc.

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254 Li and Crampin

and Macro Ltd. We thank Sue Raikes of BP for her commentson the manuscript. We are also very grateful for the assistanceof Colin MacBeth and PhiI Wild and discussions with GarethYardley. This work was supported by the Sponsors of theEdinburgh Anisotropy Project, and the Natural EnvironmentResearch Council, and is published with the approval of theDirector of the British Geological Survey (NERC).

REFERENCES

Alford, R. M., 1986, Shear data in the presence of azimuthalanisotropy: 56th Ann. Internat. Mtg., Sot. Expl. Geophys.,Expanded Abstracts, 47ti79.

Cliet, C., Brodov, L., Tikhonov, A.. Marin. D.. and Michon. D..1991, Anisotropy survey for reservoir definition: Geophys. J:Intemat., 107, 417-427.

Crampin, S., 1981, A review of wave motion in anisotropic andcracked elastic-media: Wave Motion, 3, 343-391.- 1987, Geological and industrial implications of extensive-

dilatancy anisotropy: Nature, 328, 491496.Davis, T., and Lewis, C., 1990, Reservoir characterization by 3-D,

3-C seismic imaging, Silo Field, Wyoming: The Leading Edge, 9,no. 11, 22-25.

Igel, H. and Crampin, S. 1990, Extracting shear-wave polarizationsfrom different source orientations: synthetic modeling: J. Geo-phys. Res., 95, 11283-11292.

Kanasewich, E. R., 1981, Time sequence analysis in geophysics:Univ. of Alberta Press.

Li, X.-Y., 1992, Shear-wave splitting in reflection surveys: Theory,methods, and case studies: Ph.D. thesis. Universitv of Edinburgh.

Li, X.-Y., and Crampin, S., 1990, Case studies of complex comio-nent analysis of shear-wave splitting: 60th Ann. Intemat. Mtg.,Sot. Expl. Geophys., Expanded Abstract, 1427-1430.- 1991a, Complex component analysis of shear-wave splitting:

Theory: Geophys. J. Intemat., 107, 597404.- 1991b, Complex component analysis of shear-wave splitting:

case studies: Geophys. J. Intemat, 107, 605-613.MacBeth, C., and Crampin, S. 1991a, Examination of a spectral

method for measuring the effects of anisotropy: Geophys. Prosp.,39, 667489.- 1991b, Automatic processing of seismic data in the presence

of anisotropy: Geophysics, 56, 1320-1330.Mueller, M. C., 1991, Prediction of lateral variability in fracture

intensity using multicomponent shear-wave surface seismic as aprecursor to horizontal drilling: Geophys. J. Intemat., 107,409-415.

Murtha, P. E., 1989, Preliminary analysis of the ARC0 multicom-ponent seismic group experiment: SEG Research Workshop,Recording and Processing Vector Wavefield Data, Sot. Expl.Geophys., Expanded Abstracts, 6143.

Naville, C., 1986, Detection of anisotropy using shear-wave splittingin VSP survey: Requirements and application: 56th Ann. Intemat.Mtg., Sot. Expl. Geophys., Expanded Abstracts, 391-394.

Nicoletis, L., Client, C., and Lefeuvre, F.. 1988. Shear-wave snlittinameasurements from multishot VSP dam: 58th’ Ann. Internat: Mtg.,Sot. Expl. Geophys., Expanded Abstracts, 527-530.

Raikes, S. A., 1991, Shear-wave characterization of the BP DevineTest Site, Texas: 61st Ann. Intemat. Mtg., Sot. Expl. Geophys.,Expanded Abstracts, 65-68.

Squires, S. G., Kim, C. D., and Kim, D. Y., 1989, Interpretation oftotal wavefield data over Lost Hills field, Kern Countv. Califor-nia: Geophysics, 54, 1420-1429.

d I

Thomsen, L. A., 1988, Reflection seismology over azimuthallyanisotropic media: Geophysics, 53, 304-3 13.

Thomsen, L. A., et al., 1989, Comparison of anisotropic modelingcodes: Anisotropic modeling collaboration: SEG Research Work-shop, Recording and Processing Vector Wavefield Data, Sot.Expl. Geophys., Expanded Abstracts, 4.

Winterstein, D. F., and Meadows, M. A., 1990, Changes in shear-wave polarization azimuth with depth in Cymnc and Railroad GapOil Fields: 60th Ann. Intemat. Mtg., Sot. Expl. Geophys.,Expanded Abstracts, 1435-1438.- 1991, Shear-wave polarization and subsurface stress direc-

tions at Lost Hills field: Geophysics, 56, 1331-1348.Yardley, G. S., 1992, Identification and characterization of fractured

reservoirs using shear-wave anisotropy: Ph.D. thesis, Universityof Edinburgh.

Yi Imaz, O., 1987, Seismic data processing: Sot. Expl. Geophys.Zeng, X., and MacBeth, C., 1992, Algebraic processing tech-

niques for estimating shear-wave splitting: 54th Ann. Intemat. Mtg.,Euro. Assoc. Expl. Geophys., Expanded Abstracts, 622-623.

APPENDIX AANALYSIS OF LINEAR MOTION

A shear wave is said to be linearly polarized if thetrajectory of the particle motion is a straight line. Such linearmotion has simple mathematical properties which make iteasy to measure polarization attributes.

Figure A-l shows a linear motion in the horizontal plane.The arrow marks the initial direction of the particle motion;A(t) is the displacement at time t, x(t) and y(t) are theprojections of A(t) on the two horizontal axes, and (Y is theangle that the initial motion makes with the x-axis. We defineA(t) as positive when particle displacement is in the cxdirection, and negative when particle displacement is re-versed; CY is defined over (-n, IT), positive when it ismeasured clockwise from the x-direction, and negative whenit is measured counter-clockwise. We have:

and

or

x(t) = A(t) cos a,

(AU

y(t) = A(t) sin CX,

tan 01 = y(t)lx(t), (A-2)where we assume (Y is time invariant. Note that A(t) can bepositive, or negative. This is different from the conventional

usage where A(t) is usually positive and 01 is a function oftime. Also note that if 01 is a function of time and A(t) isconstant, equation (A-l) will represent a circular motion.

Mathematical properties

Some useful properties can be immediately derived fromequation (A-l) and Figure A-l. [Note that if a shear-wavemotion has a displacement A(t), we will refer to this as“motion A(t)“.]

Zero crossing.-If motion A(t) is a linear motion, x(t),y(t), and A(t) have zero crossings at the same time.

Sign functions and polarities.-If motion A(t) is a linearmotion, sign functions s,, sy, SA :

sx = x(f>ll x(t) I, if x(t) # 0.0,

sy = YWlY(~)l, if y(t) # 0.0,W-3)

and

SA = AWll NOI, if A(t) # 0.0,

have the following relations:

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Linear-transform Techniques 255

SA = s,, if rrf2 > ci > -T/2,(A-4)

= -sXT if -7~12 > (x L -T, or n L ci > 7~12,

and

SA = sy, i f n>a>o,(A-5)

= -sY’ if O>a>-Tr.

In other words, time series A(t) either has the same, orreverse polarity as x(t) or y(t). If we allow a polaritydifference, SA can be uniquely determined from x(t) or y(t)without knowing angle 0~. Note that equations (A-4) and(A-5) are valid for all time samples of a linear motion.

Eigenvalues and eigenvectors.-Form covariance matrix C

c= Var [xl- [

cov II-G YlCov Lx, ~1 Var [yl I ’ (A-6)

where Vur [x] and Var [ y] are, respectively, the variancesof x(t) and y(t), and Cov [x, y] is the covariances of x(t) andy(t). [For definition of variances and covariances, see equa-tion 19.3-2 in Kanasewich (1981)].

If motion A(t) is a linear motion, the smaller eigenvalue ofmatrix C is zero (Kanasewich, 1981). Let X be the nonzero,or larger eigenvalue of C, and u = (x0, yO) ’ be thecorresponding normalized eigenvector, where superscript Trepresents the transpose. Then, we have:

tan cy = yOlxO. (A-7)

Estimating angle OL

For VSP data, the shear-wave splitting process ofteninvolves the direct shear arrival. From equation (A-2), aquick estimation of (Y can be made as the average angle overthe time window of direct arrival, or the angle correspondingto the maximum value of A(t) over the specific time window.

X

FIG. A-l. Geometry of a linear motion.

But a more accurate and robust estimation of angle OL is givenby equation (A-7) by estimating eigenvalues and eigenvec-tors of the covariance matrix C. Because only a second-order matrix is involved, the computing is still very fast.

For reflection data, processing shear-wave splitting usu-ally involves different shear-wave arrivals (events). Becauseit is often difficult to define time windows of all shear arrivalsaccurately, a different approach is suggested here. First, angle(x is calculated sample by sample (instantaneously) using equa-tion (A-2) over the entire trace, then the instantaneous valuesare displayed in color as Figure 7c. From color sections, we notonly can estimate angle 01, but we can also identify shear-waveevents as demonstrated by Figure 7c. Thus with an interactiveinterpretation tool (such as an interactive workstation), a goodinitial estimation of angle OL can be made, and time windows ofall shear-wave arrivals can also be defined. Thus more detailedestimations can be achieved using equation (A-7).

Determining time series A(t)

It is possible to find a time invariant OL by applyingequations (A-6) and (A-7) over either the whole trace or aspecific time window. Then A(t) is determined from:

A(t) = x(t) cos OL + y(t) sin (Y. (A-8)

But we can use the mathematical properties of a linearmotion to simplify the determination of A(t) by allowing apolarity difference. Clearly the absolute values of A(t) canbe estimated as (x2 + y 2, 1’2 from equation (A-l), and theonly problem is to estimate the polarity of A(t), or the signfunction SA(t). From equations (A-4) and (A-5), there areonly two solutions of SA(t) with a polarity difference. If weignore the polarity difference, say, choose a positive solutionfrom (A-4), we have

A(t) = s,[x2(t) + y2(t)], 1’2, if x # 0.0,

and (A-9)

A(t) = 0.0, if x = 0.0.

[Note that, if one wishes, the polarity can be determinedfrom angle (Y by applying equation (A-6) and (A-7) over awhole trace .]

In this way A(t) can be determined sample by sample withoutknowing 0~. This involves only simple arithmetic, which can beeasily implemented for processing trace-ordered seismic data.Note that the results of equation (A-9) may have a polaritydifference from the exact solution. But if the polarities of alltraces of x(t) and y(t) are consistent, the polarity differences arealso consistent, or systematic for all traces. Thus, this polaritydifference will not cause severe problems in further processingof the time series A(t). The measurement of polarizations, suchas angle 01, can often be allowed a 180 degree difference.

In most cases we can obtain satisfactory results usingequation (A-9), as shown in Figure 5b, 6b, and 7b, which areall determined in this way. Because of its speed and direct-ness, this approach is particularly useful for determining theprincipal time series of prestacked data for processing mul-ticomponent reflection data in the presence of anisotropy, asdemonstrated by Figure 7b.

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256 Li and Crampin

APPENDIX B

DERIVATIONS OF EQUATIONS (2), (4), AND (6)

Derivation of equation (2)

As shown in Figure B-la, a source vector F with signatureF(t) is decomposed into two subsources Fl and F2 withsignatures Fl (t) and F2(t), respectively. Given F(t) andangles y1 and y2, Fl(t) and F2(t) can be uniquely deter-mined. In the upper triangle of Figure B-la, according to thesine rule of the triangle geometry, and noting y = 180” -h + ~21, we have

F(t)/sin [ 180” - (~1 + y2)] = Fl(t)/sin y2,

or (B-1)F(t)/sin (ri + y2) = Fl(t)/sin y2.

Similarly, in the lower triangle of FigureB-la, we have

F(t)/sin (ri + ~2) = F2(t)/sin yl. 03-2)Solving equations (B-l) and (B-2) gives

Fl(t) = F(t) sin y2/sin (~1 + y2),

and (B-3)F2(t) = F(t) sin y1 /sin (~1 + ~2).

If source F is decomposed in terms of angle 0~’ and l3’ asshown in Figure la, angles y1 and y2 in Figure B-la can beexpressed as

y1 = 90” - cl!‘,

y2 = p’ - 90”,(B-4)

and

y1 + 72 = p’ - a’.

Substituting equations (B-4) into (B-3) and making somesuitable manipulations gives equation (2).

Derivation of equation (4)

Before we can derive equation (4), we first introduceexpressions for qSl(t) and qS2(t), and discuss the decom-position of the in-line X-source.

Expressions of qSl(t) and qS2(t).-By definition, qSl(t) andqS2(t) are the amplitudes of the fast and slower split shear-

(a) (W

+Y

FIG. B-l. Geometrical decomposition: (a) decomposition of asource vector F; (b) decomposition of the inline X-source.

waves, respectively, at a geophone position when source F ispolarized along el and e2 directions, respectively. Thus follow-ing Thomsen (1988), qSl(t) and qS2(t) can be written as

qWt) = Pw*m),

and

Gw) = pw*m) 7(B-5)

where pi(t) and p2(t) are the response of the medium to fasterand slower split shear waves, respectively, including geometricspreading, attenuation, reflectivity, etc. Equation (B-5) followsthe convolution model of a seismic trace (Yilmaz, 1987).

Inline source decomposition.-If source F is polarizedalong the inline X-direction, F can be decomposed as shownin Figure B-lb. Similar to the derivation of equation (2), thetwo subsources in Figure B-lb can be written as

and

H(t) = F(t) sin p’/sin (p - cx’),

(B-6)F2(t) = -F(t) sincx’/sin (B’ - or’).

respectively, where the minus sign in F2(t) represents thefact that F2 in Figure B-lb is polarized along the oppositedirection of e2.

Derivation of equation (4).-If we decompose the X-sourceas shown in Figure B-lb, according to the principle ofsuperposition the amplitudes of the fast and slower splitshear waves excited by the Y-source are equivalent to theamplitudes of fast and slower split shear waves excited bysubsources Fl and F2. Note that in a homogeneous mediumas shown Figure 1, a source polarized along the el directionwill only excite fast split shear waves, and a source polar-ization along the e2 direction will only excite slower splitshear waves (Crampin, 1981; Thomsen 1988). Thus theamplitudes of the fast and slower split shear waves excitedby subsources Fl and F2 can be written as

pl(t)*&I(t) = [pl(t)*F(t)]sin p’/sin (p’ - OL’),

and (B-7)p2(t)*F2(t) = -[p2(t)*F(t)]sin ol’/sin (p’ - OL’),

respectively. Substituting equation (B-5) into (B-7) givesequation (4).

Derivation of equation (6)

Equation (6) can be derived similarly. Figure la shows thedecomposition of the Y-source with signature F(t), andequation (2) shows the two subsources. Thus, the amplitudesof the faster and slower split shear waves excited by theY-source can be written as

pl(t)*Fl(t) = -[pl(t)*F(t)]cos p’/sin (p’ - a’),

and (B-8)p2(t)*F2(t) = [p2(t)*F(t)]cos a’/sin (p’ - OL’),

respectively. Substituting equation (B-5) into (B-8) givesequation (6).