1 FULL WAVEFORM ACOUSTIC LOGGING -FROM THEORY TO APPLICATIONS M.N. Toksoz and C.H. Cheng Earth Resources Laboratory Department of Earth, Atmospheric, and Planetary Sciences Massachusetts Institute of Technology Cambridge, MA 02139 INTRODUCTION . This report contains results from the third year of the Full Waveform Acoustic Logging Consortium and rock physics studies at M.J.T. This year marks the compietion of the first phase of the project which has been directed primarily to the understanding of the basic theoretical aspects of acoustic waves in a borehole. With such a background we are ready to emphasize applications as well as to undertake special problems which require new and different theoreticai approaches. As examples of the latter, we can mention uncentered tools, vertical fractures around borehoies, thinly bedded formations and anisotropy. The third year studies fall into four general areas: theoretical aspects of wave propagation in the borehole, applications to the characterization of formations, integrated log analysis and physical properties of sedimentary rocies relevant to logging. There are fifteen papers in this report which discuss individual topics in detail. In this introduction we summarize the major points and also list the potential applications of full waveform acoustic logs and future directions of our research. THEORETICAL DEVELOPMENTS During this year we made major progress in developing thec.etical solutions to acoustic wave propagation problems in realistic boreholes. Until now our emphasis had been on developing analytical and numerical techniques to generate synthetic microseismograms for a variety of borehole conditions: open hole, cased hole with bonded or unbonded casing, borehole with invaded zone, mudcake, and washout. As a result of these studies we have acquired an appreciation of the complexity of the borehole as a waveguide, and the complex manner in which formation and borehole parameters affect different phases (e.g., p waves, leaking modes, S waves, pseudo-Rayleigh and Stoneley waves) of the full waveform microseismogram. In order to understand these effects it is necessary to break the problem into its components and study each mode IndiVidually. . In a fluid-filled, cylindrical borehole with axial symmetry the solution can be written as 2 Toksoz and Cheng 1 p(r,z,t) = --;;471 ~ ~ J J__ S(GJ)P(k,GJ)e UcZ eiOJt dkdGJ (1 ) where p (r ,z ,0 is pressure inside the borehole at radius r and axial distance z, seCJ) is the source spectrum (complex), P(k,CJ) is the impulse response of the borehole in the frequency wavenumber domain, k is the wavenumber and CJ is the angular frequency. Information about different modes is contained in P(k ,CJ), which can be written as the ratio of two complex functions P(k ,CJ) = N(k ,CJ)/ D(k ,GJ) (2) D(k ,GJ) contain the singularities -- the poles, branch points and branch cuts. In integration on the compiex k plane, poles on the real k axis give rise to pseLldoRayleigh waves (normal modes) and to the Stoneley wave. The integration around CJ2 CJ2 branch cuts due to the square roots of (k 2 - - ) and (k 2 - - ) give rise to P and S 2 v:P v:s2 head waves. The singularities off the real axes, in the upper and lower Riemann sheets near the branch points, contribute to the leaky modes. A great problem in full waveform logging has been the lack of understanding of why small changes in parameters (tool response, borehole radiUS, formation properties) produce significant changes in microseismograms. Many investigators have studied this prcblem (Biot, 1952; White and Zechman, 1968; Peterson, 1974; Roever et al., 1974; Rosenbaum, 1974; Tsang and Rader, 1979; Cheng and Toksoz, 1981; Paillet and White, 1982; Baker, 1984). We have shown in numerous papers in the Full Waveform Acoustic Logging Consortium Reports volumes I and II that it is possibie to evaluate the integrals in equation (1) accurately and to calculate the synthetic microseismograms. We were able to explain many features of the microseismograms and their dependence on formation and borehole properties. Based on this experience and two major studies in the past year, we have made significant progress. The recent studies that contributed to these steps were detailed investigations of head waves and leaky modes (Paillet and Cheng, 1985, Paper 2 in this volume) and an in-depth analysis of the finite difference results that were first reported last year (Stephen et al., 1984). Both of these studies were done without intrinsic attenuation (Q = ~), As a result, all modes could be seen and resonances in the borehole fluid could be observed clearly. The compressional and shear head waves are fed energy and influenced by those resonances. Agure 1 (this is Figure 7 of Paiilet and Cheng) shows the amplitude response 0'1 the borehole for the P headwaves. Note the peaked response results from the higher compressional modes. With such a peaked response, tools with different source spectra would produce headwaves of different amplitudes. The borehole resonances that contribute to compressional and shear headwaves have peaks at different frequencies (Figure 2, same as Figure 6 of Pail let and Cheng) resulting in different spectra for P and S headwaves. With such peaked response, even tools with flat source spectra would produce headwaves of narrow spectrum. The leaky modes, as the name implies, leak energy into the formation and attenuate more rapidly with distance than waves whose singularities lie on the real axis of the k R' k I plane. Leaking P modes (PL) are significant, especially when Poisson's ratio is higher than about a = 0.3. A special case is when formation shear velocity is less than the fluid velocity in the borehole. In this case they control the shape of the P wave train. Figure 3 (Figure 1 4 of Paillet and Cheng) shows the 1-2 Introduction change of the microseismogram characteristics with different source frequency spectra in a low shear velocity formation. Different leaky modes dominate at different frequencies. The complexity of the borehole as a waveguide can be illustrated best by snapshots of finite difference calculations. In Figures 4 and 5 we show two examples from Stephen et al. (1984) to illustrate the point. These two snapshots are taken in a simple borehole (Figure 4) and in a borehole with a velocity gradient (Figure 5). The preoeding discussion presented a very complicated view of the borehole waveguide. In general applications, nature helps to simplify some of the problems. First, intrinsic attenuation damps out the higher frequencies more rapidly (exponentially) as a function of distance. Thus, the response spectrum of the borehole becomes somewhat smoothed by the damping of hig;'er frequency iOeaks. Drilling muds In oil wells generally have low Q (Qf ,,; 20). As a result the resonances In the borehole fluid are damped out over distances of a few wavelengths. Second, the source receiver separation in most full waveform acoustic logging tools has Increased. Since leaking modes attenuate with distance more rapidly than either head waves or guided waves, their effects become less pronounced with increasing source-receiver distance. The complexity of full waveform microseismograms is most critical when formation velocities are high, fluid damping is low and the sonde length is less than about 5 to 10 wavelengths• . DEPTH OF INVESTIGATION OF STONELEY AND PSEUDO-RAYLEIGH WAVES The depth of investigations of full waveform acoustic logs is of interest both in open and cased boreholes. In open holes it is important to determine properties of "virgin" formations beyond the damaged or "invaded" zone as weil as the extent of such zones. In cased holes the ability to determine formation properties is one of the most important applications of full waveform acoustic logs. The depth to which energy penetrates needs to be stUdied using separate techniques for P and S waves and for pseudo-Rayleigh and Stoneley waves. The P wave results were studied last year using the finite difference method for damaged and invaded zones (Stephen et al., 1984). The penetration of guided waves can be investigated more directly using "partial derivatives" or "energy partition coefficients". These coefficients are proportional to the fraction of wave energy in each layer, and they determine the sensitivity of the wave to each layer. Cheng et al. (1982) derived the partition coefficients for open holes to investigate effects of attenuation. This has been generalized to layered boreholes (cased holes, open holes with mudcake and invaded zones) by Burns et al. (Paper 3, this report). The results show that casing and invasion layers affect pseudoRayleigh and Stoneley waves over a limited frequency range. Formation properties behind the casing and invaded zones can be obtained by the combinations of the guided waves at appropriate frequencies. PseUdo-Rayleigh waves can be used in "hard" formations and Stoneley waves in "soft" (shear velocity is less than fluid velocity) formations. Figure 6 (Figure 22 of Burns et al.) shows the radial displacement as a function of radius of a pseudo-Rayleigh wave in the cased hole. 1-3 3 4 Toksoz and Cheng Note that displacements are high in the formation and the wave is sensitive to formation properties. Figure 7 (Fig. 27 of Burns et al.) shows the radial displacement of a low frequency Stoneley wave in a "slow" formation. Again, a considerable amount of wave energy is in the formation and the wave is very sensitive to shear velocity of the formation. These results enable us to interpret the theoretical microseismograms of Tubman et al. (19a4) and develop an effective method for determining formation properties behind the casing or beyond the invaded zone. BOREHOLE RESPONSE TO A NORMAL POINT FORCE AND SYNTHETIC SHEAR WAVE LOGS Until now, theoretical calcuiations emphasized models with axiai symmetry. applicable to acoustic tools currently in use. With the advent of a shear logging tool (Zemanek et al., 19a4), acoustic sources with directivity have become impa""nt. Several investigators (Roever et aI., 1974; White, 1967; Kitsunezaki. 1 9aO; Kurkjian, 1984, Winbow and Rice, 19a4) have formulated muitipoiar or directivG sour<::es. Zhang and Cheng (Paper 4, this report) treated this problem using the multipolar formulation and calculated both dispersion curves and synthetic microseismcgrams. The asymmetric modes (flexural waves) are found to be highly dispersive both in hard and soft formations. In both cases, there Is a cut-off frequency (generally about 2 kHz for the lowest mode) at which the phase velocity is equal to formation shear velocity. Figures 8 and 9 (Figures 3 and 4 in Zhang and Cheng) show calculated synthetic microseismograms for radially symmetric (monopole) and asymmetric (dipole and quadrupole) sources. An important aspect of flexural waves is that although the phase velocity is equal to shear velocity at cut-off, at higher frequencies both phase and group velocities fall below the shear velocity. In order to obtain formation shear velocity, it is necessary to use the phase velocity (the move out between receivers) and to make corrections for dispersion at frequencies higher than the cut-eft frequency. APPLICATIONS A major effort is now being directed to utilization of full waveform acoustic d6.ta for determining formation properties. Until now the primary use of acoustic iogs was to determine formation compressional and shear wave velocities. Attenuation determination (Qp-1, Qs-l) has proved to be more difficult than anticipated at the beginning. However, with the waveform inversion, attenuation can be derived as an inversion parameter. Full waveform envelopes and other characteristics have been used for lithology identification in conjunction with pattern recognition algorithms (Hoard, 1983). Encouraged by such successful applications and a better understanding of the theoretical wave propagation problems, we have expanded the domain for full waveform acoustics to general log analysis. We looked at probl8ms whe,.·) full waveform logs are the primary data and problems where full waveform logs can serve as part of a suite of logso The latter has been directing us to broaden scm8wh<1t into general log interpretation. 1-4 Introduction In the discussion below, we cover a few such examples. FORMATION PERMEABILITY Determination of flow properties from full waveform logs has been one of our primary goals. Biot (1952), Rosenbaum (1974), and White (1983) have shown that wave attenuation in a borehole would depend on formation permeability. A number of empirical studies have shown that there is some correlation between wave attenuation and formation permeability (Bamber and Evans, 1967; Paillet, 1983; Williams' et al., 1984). The difficulty of determining permeability from full wavefcrms comes from the fact that wave attenuation depends on several other factors in addition to permeability (papers in ToksDz and Johnston (1981) discuss these prcblems in detail). In the borehcle, viscosity of borehole fluid and intrinsic an elasticity of the formation generally contribute much more than permeability tc the attenuaticn of full waveform acoustic waves. In cases where borehole fluid was relatively unattenuating (e.g., water Instead of mud) and formation attenuation was low (crystalline rocks or dense carbonates), permeability of fractures and fractured zones could be determined from the attenuation of Stoneley waves (Mathieu and Toksoz, 1984). This study showed that Stoneley wave attenuation was highly sensitive to fluid loss into the formation. Furthermore, for a given permeability, attenuation increased with decreasing frequency. Formation anelasticity generally gives a constant Q. We could combine all of these efforts, relying on high frequency P and S waves for determining anelastic effects and on low frequency Stoneley waves for attenuation due to fluid flow. The preliminary results of such a study are given by Hsui et al. (Paper 8) in this repdrt. The problem is solved by two approaches: first, for the Stoneley wave only and then for a Biot type model with an anelastic rock frame. Both of these approaches give similar results. Theoretical values are compared with core measurements given by Williams et al. (1984). As shown in Figures 10 and 11 (Figures 5 and 6 in Hsui et al.), theoretical and measured values show goed agreement both at low and high permeabilities. It is important tc reemphasize that these are recent results. We are confident that we are on the rignt track and permeability determination from full waveform acoustic logs is an attainable goal. Another development is the determination of permeability and other properties of fractures in hard (crystalline) rocks using VSP, full waveform acoustic, televiewer and other logs as discussed by Hardin and ToksDz (Paper 9) in this report. This stUdy extends the work of Beydoun et al. (1984) for characterizing the fractures. Figure 12 (Figure 1 in Hardin) shows tUbe waves generated at open fractures at 210m and 290 m depths by an incident P wave. Figures 13 and 14 (Agures 2 and 3 in Hardin and Toksoz) show the strong attenuation of acoustic waves at these fractures. Figure 15 (Figure 4 of Hardin and ToksDz) is a complementary set of logs showing decreased resistivity and increased SP values at the open fractures where fresh water is entering the borehole. Using tube "'lave amplitudes from surface sources on different azimuths around the borehole, Hardin and ToksDz were able to determine the attitude (strike and dip) of the fracture planes. These compared well with values from televiewer data. 1-5 5 6 Toksoz and Cheng DIP DETERMINATION FROM FULL WAVEFORM LOGS Refracted P and S waves propagating In the formation around the borehole are reflected from and transmitted across the bed boundaries. When the bed boundary is not normal to the borehole axis, an incident P wave can produce reflected P and S and transmitted P and S waves. These reflected and converted waves can be seen in an iso-offset (fixed source-receiver spacing) full waveform section as oblique arrivals. Such arrivals have been observed and identified in a number of cases (Serra, 1984; Arditty et al., 1984). The apparent velocities of these arrivals depend on the formation velocities as well as the angle between bed boundary and borehole axis, and hence the dip. Examples of such arrivals can be found in Paternoster and Larrere (Paper 7, this report). In an extensive study of such events, Paternoster and Larrere have· established a comprehensive set of criteria for identifying and enhancing such events. Although at first sight these "oblique events" appear to be generated only at interfaces with very strong impedance contrasts, processing by velocity filtering shows that they' are observable at most interfaces. The dips that have been determined from apparent velocities of oblique events agree reasonably well with dip meter data. It is important to mention that in full waveform logging, acoustic waves penetrate about one meter into the formation and measure dips averaged over such distances and at bed boundaries. Thus, they complement the conventional dipmeter data in a significant way. SOURCE ROCK LOGGING An extensive study was carried out to determine how the organic content of shales affects the log responses and whether acoustic logs contribute significantly to source rock problems (Mendelson, Paper 11, this report). The investigation consisted of several steps: model log response dependencies on kerogen content, develop bivariate and multivariate correlation and non-linear regression methods, compare log data with laboratory data measured from the cores. It was found that the logs most sensitive to kerogen content are: sonic, gamma density and neutron porosity. The resistivity logs are strongly controlled by water and shale resistivities and kerogen effects are small. There were no full waveform logs available in the data set. Had there been information on shear wave velocity and attenuation, some uncertainties could have been removed and source rock potential could have been more clearly defined. ROCK PHYSICS STUDIES The physical properties of porous rocks and their dependence on matrix minerals, porosity and pore shapes, shaliness and distribution of clay minerals, pore fluids and degree of saturation are essential for effective formation evaluation based on well log data. In this report, detailed studies of the matrix and pore geometries of sandstones and their' effects (Wilkens et al., Paper 14); the feasibility of determination of pore shapes from seismic P and S velocities (Burns et al., Paper 15); the comparison of effects of water, benzene and gas (nitrogen) saturation on seismic velocities (Coyner and Cheng, Paper 12), and attenuations (Gonguet et al., Paper 13) are investigated. Lo et al. (Paper 16) study the seismic anisotropy of selected rocks, its pressure dependence and physical interpretation. 1-6 . { Introduction The emphasis of all of the rock physics measurements is on the elastic and anelastic properties. Full waveform data can best be utilized for formation evaluation with a good understanding of the seismic properties of porous and permeable rocks under different saturation conditions. A SUMMARY OF POTENTIAL APPLICATIONS OF FULL WAVEFORM ACOUSTIC LOGS There is a tremendous amount of information in the full waveform acoustic log. Interpreted properly, with good physical understanding and laboratory data or used jointly with other logs, full waveform acoustic logs can contribute greatly tu formation analysis. Some applications of full waveform acoustic logs are listed below. (1) Determination of formation velocity and attenustion: Format;cn P 'Jv'uve velocity can be determined accurately using any number of available techniques. Formation S wave velocity is more elusive, especially In "soft" fer!'1ations where the shear wave velocity is lower than the fluid velocity. When a logging tee! has adequate low-frequency response, good Stoneley waves are gener"ted. The Stoneley wave phase velocity is inverted directly to obtain the shear wave velocity. When high-frequency, narrow-band tools with limited dynamic range are used, Stoneley waves are either not recorded or clipped. Even in such cases, full waveform logs can be used to determine formation S wave velocity by waveform inversion. The determination of attenuation is more difficult. In general it requires the synthesis of full waveform logs or the inversion of the waveform. (2) Cased borehole logging: Waveform inversion is also a reliabie method to obtein formation properties in cased boreholes. Forward modelling shows that formation properties can be determined with good accuracy in well-bonded cased hoies. Even in cases where the casing is pooriy bonded to the cement or th" cement is poorly bonded to the formation, the formation properties significantly affect the full waveform iog. (3) Invaded zone and complicated borehole conditions: Using analytical and finite difference calculations, it is possible to simulate an invaded or damaged zone around the borehole. Using wav~forms from different receivers with increasing source-receiver separation, the damaged or invaded zone effects can be identified and removed. Long-spaced full waveforms complement electrical logs in this respect. (4) Formation permeability: The attenuation of Stoneley waves is a good indicator of the relative permeability of a formation. To obtain absolute values of in situ permeability, it is necessary to correct for the attenuation due to anelastic effects. The permeability determined from the attenuation of Stoneley waves in porous formations compares well with field and laboratory measurements. (5) Source rock analysis: P wave velocity, P to S wave velocity ratio, ar.d attenuation in shales appear to be dependent on kerogen content and relative maturity. A promising study is the combined interpretation of gamma (including NGT), sonic, density, neutron and resistivity logs for determining source rock properties and comparing the results with geochemical measurements from cores. Formation elastic properties determined from full waveform acoustic logs 1-7 7 Toksoz and Cheng 8 in combination with other logs enhance the characterization of source and reservoir properties of the formation. (6) Fracture detection and characterization: Full waveform accustic logs are sensitive detectors of fractures and can determine the fracture permeabiiity or hydraulic conductivity. Since acoustic waves penetrate deeper into the formation, full waveform logs complement televiewer resuits nicely. (7) Dip determination: A recent discovery from full waveform acoustic·data analysis has been the identification of reflected and transmitted converted waves at dipping bed boundaries. The apparent velocities of these secondary waves are highly sensitive to the dip of the interface. Dip angles determined by this method correlate well with dipmeter results. Since full wavefcrm logs :::snetrate deeper into the formation and measure structural dips, they compiement standard dipmeter data and have the potential for measuring the magnitude (not the direction unless modified tools are used) of the dip in cased holes and open holes with oil base mud. (8) Quantitative bond logging: Detailed theoretical calculations show tr.at fuJi waveform acoustic logs can be interpreted to determine whether casing is well bonded. If poorly bonded, the logs can differentiate between free casing, casing bonded to cement, and cement bonded to the formation. (9) Resolution of thin beds: In order to penetrate deep into a formation, acoustic logs have a large source-receiver separation. To accurately measure time deiays, the receiver-to-receiver distances must also be large. In thinly bedded formations this gives good average velocity but poor resolution of the velocities of individual beds. Acoustic logs have dense spatial sampling. These data can be inverted to resolve the velocities of individual thin beds. (10) Acoustic log interpretation using expert systems: Rapid analysis of massive amounts of fuii waveform data is necessary for on-line decisions at the well head. New LISP machines have the potential for very rapid interpretations, with the aid of AI techniques. The characteristics of full waveform iogs change significantiy with lithology. Even a small change in shallness affects the waveforms. (11) Borehole tomography: With a number of sources and an array of receiVers, full waveform logging can generate as many as 60 traces at every few centimeters of depth. With such data density and a wide spectrum of frequencies, one can obtain a tomographic image of the formation around the borehole. Transmitted (refracted) as well as reflected and scattered waves can be enhanced and interpreted by tomographic reconstruction algorithms. 1-8 Introduction REFERENCES Arditty, P.C., Arens, G., and Staron, P., 1984, Improvement of formation properties evaluation through the processing and interpretation results of the EVA tool recordings: 54th Annual International SEG Meeting Expanded Abstracts, Atianta. Baker, LJ., 1984, The effect of the invaded zone on full wave train acoustic logs: Geophysics, 49, 796-809. Bamber, C.L and Evans, J.R., 1967, SO-k log (permeability definition from acoustic amplitude and porosity logs): AIME, Midway USA Oil and Gas Symp., Paper SPE 1971. Beydoun, W.B., C.H. Cheng and M.N. Toksoz, 1984, Detection of open fractures with vertical seismic profiling: J. Geophys. Res., In press. Biot, M.A., 1952, Propagation of elastic waves in a cylindrical bore containing a fluid: J. Appl. Phys., 23, 997-1009. Cheng, C.H., and Toksoz, M.N., 1981, Elastic wave propagation in a flUid-filled borehole and synthetic acoustic logs: Geophysics, 46, 1042-2053. Cheng, C.H., Toksoz, M.N., and Willis, M.E., 1982, Determination of in situ attenuation from full waveform acoustic logs: J. Geophy. Res., 87, 5477-5484. Hoard, R.E., 1983, Sonic waveform logging: a new way to obtain subsurface geologic information: Trans. SPWLA 24th Ann. Logging Symposium, Paper XX. Kitsunezaki, C., 1980, A new method for shear-wave logging: Geophysics, 45, 14891506. Kurkjian, A.L., 1 984, Radiation from a low frequency horizontal aCOustic point force in . a flUid-filled borehole: 54th Annual International SEG Meeting Expanded Abstracts, Atlanta. Mathieu, F. and Toksoz, M.N., 1984, Determination of fracture permeability using acoustic logs: S.A.I.D. Ninth Int. Formation Evaluation Trans., Paper 47. Paillet, F.L, 1983, Acoustic characterization of fracture permeability at Chalk River, Ontario, Canada: Can. Geotech. J., 20, 468-476. Paillet, F.L, and White, J.E., 1982, Acoustic modes of propagation in the borehole and their relationship to rock properties: Geophysics, 47, 1215-1228. Peterson, E.W., 1974, Acoustic wave propagation along a fluid-filled cylinder: J. Appl. Phys., 45, 3340-3350. Rosenbaum, J.H., 1974, Synthetic microseismograms: logging in porous formations: Geophysics, 39, 14-32. Roever, W.L, J.H. Rosenbaum and T.F. Vining, 1974, Acoustic waves from an impulsive source in a fluid-filled borehole: J. Acoust. Soc. Am., 55, 11 44-11 55. Serra, 0., 1984, Fundamentals of Well-Logging Interpretation, vol. 1, The Acquisition 1-9 9 10 Toksoz and Cheng of Logging Data, chap. 15,247-250, Elsevier. Stephen, R.A., F. Pardo-Casas and C.H. Cheng, 1984, Finite difference synthetic acoustic logs: Geophysics, in press. Toksoz, M.N. and Johnston, D.H., (editors), 1981, Seismic Wave Attenuation: S.E.G. Geophys. Reprint Ser., 2, Tulsa, OK. Tsang, L., and Rader, D., 1979, Numerical evaluation of the transient acoustic waveform due to a point source in a fluid-filled borehole: Geophysics, 44, 17061720 Tubman, K.M., Cheng, C.H., and ToksDz, M.N., 1984, Synthetic full waveform acoustic logs in cased boreholes: Geophysics, 49, 1051-1059. White, J.E., 1967, The hula log: A proposed acoustic tool: Trans. SPWLA 8th Annual Logging Symp., paper I. White, J.E., and Zechman, R.E., 1968, Computer response of an acoustic 10gginO tool: Geophysics, 33, 302-310. White, J.E., 1983, Underground Sound: Elsevier, Holland. Williams, D.M., Zemanek, J., Angona, F.A., Dennis, C.L., and Caldwell, R.L., 1984, The long space acoustic logging tool: Trans. SPWLA 25th Ann. Logging Symp., Paper T. Willis, M.E., and Toksoz, M.N., 1983, Automatic P and S veiocity determination from full waveform digital acoustic logs: Geophysics, 48, 1631-1644. Winbow, G.A. and J.A. Rice, 1984, Theoretical performance of multipole sonic jogging tools: 54th Annual SEG Meeting Expanded Abstracts, Atlanta. Zemanek, J., FA Angona, D.M. Williams and R.L. Caldwell, 1984, Continuous shear wave logging: Trans. 25th SPWLA Ann Logging Symp., Paper U. 1-10 Introduction 0.20 , . . - - - - - - - - - - - - - - - - - , a 0.12 0.10 0.05 0 0.5 b OJ 0.4 "0 .~ Q. E 0.3 '" "0 OJ N ~ 0.2 E ~ 0 z 0.1 0 c 0.6 0.4 0.2 01..£.----'-----'-----'-----' o 10 20 40 'Frequency, kHz Figure 1. Formal calculation of head-wave spectrum using the Tsang and Rader (1979) branch-cut integration retaining successively higher-order terms in the ray expansion; sandstone case without logging tool. 1-11 11 Toksoz and Cheng 12 S, Pl P2 S2 10 Source spectrum " " 0. -c = E <II -c 1.0 .!:! " (ij E 0 Z 0.1 0 10 20 30 Frequency, kHz Figure 2. Schematic i1iustration of head-wave forcing spectrum calculated for broadband acoustic source; sandstone case with logging tool. 1-12 Introduction 13 l,-:wNJWFJ 0.5 1.0 1.5 2.0 2.5 3.0 iJ~ Q. E " " 0.5 1.0 1.5 2.0 2.5 3.0 "0 .~ '" E ~ o Z 1,*, 0.5 1.0 0.5 1.0 1.5 2.0 1.5 2.0 2.5 J 3.0 3.0 Time. ms Figure 3. Synthetic waveforms for shale "6" case (in Paillet and Cheng, Paper 2) using narrow band source centered on (a) 7.5 kHz, (b) 10kHz, (c) 15 kHz, and (d) 20 kHz. 1-13 Toksoz and Cheng 14 ~ " :",:W , "-" I . """J.. ~ .{,~ /' :{_~;:' ,} '-- • -,< il ! I 1-- . 1•• I:' .. ,:;,-':: ~:; - I , ! <··-~'':':''"'''-'·''_~·';;:;>¥_-W..9j''~'''=_c~~'·~~~'---'~r~~~~~·'- 6 e 1 ~ [.\1 E J2 ;t,.c,....c·_-~~~ 14 ( r.-1S) _~=- -'-'...=.. 16 Figure 4: The complete picture of wave interaction around the borehole for the sharp interface model is shown in the snapshot format of vertical displacement. The first eight frames show the amplitude distribution of the vertical displacement field in radius-depth space. Each frame is 0.6 m wide by 3.0 m deep. Time progresses from 0.2 msec to 1.6 msec. The ninth frame is a representation of the compressional wave velocity model. 1-14 - ",~ Introduction 15 i I i ~ , ., 'i I :1 ii ,I Ii r , 6 e 1 ~D.I[ J2 1 4 \rlS) 16 Figure 5: The snapshots of vertical displacement for the Gradient model are shown. The dimensions are the same as for Figure 4. 1-15 Toksoz and Cheng 16 ... 8.128 r-------r------r-----.....-----, C lD e 8._ lD o - CIS 0. 'tI .~ e _ 8.868 - <U 'tI <U ... e 9.ll3lI 0 11 _. ::Ii -I' I. 9. 9. I saa._ 1_.98 radius/Rbhoie 1598.98 2988.98 x100 Figure 6: Radial displacement of a low frequency component (12.643 kHz) of the pseudo-Rayleigh wave in a cased borehole. .. 1-16 Introduction 17 t .200 ..--~---r-----""-----"-T------' eu 0. 0. 250.ooe se0.aee 750.aoo 1000.00 radlua I R bhole X 100 Figure 7: Radial displacement pf a component (1.073 kHz) of the Stoneley wave in a cased borehole with a slow formation. 1-17 Toksoz and Cheng 18 X19~ 2 .l - . •-r-- r\ •I -, +, I -2 I "I Z0<la bl Ieee -- J\ • i i I \j'v V -Ieae - \ , -2000 \ .u ,. ol Ii 1\ I :\ I •-- 'i I --J\I\ II' ill/III t ,I IJ!;r i -2. IV \~" v "Ii !, ~ , I a , 00.? a aa3 TIME (sec) Figure 8: Synthetic microseismograms for the sandstone formation generated using a) a monopole (n = 0) source; b) a dipole (n = 1) source; and c) a quadrupole (n = 2) source. The source used is a Ricker wavelet centered at 3 kHz and the source-receiver separation is 3 meters. 1-18 Introduction 19 xle~ 5 a) e-- - a 5- - a a- -a - 'v \ s- I a .aa - I I I I b) a- - I- -, - .. t - ... T la I , I I I c) 5 - - I l- -5 0v \) V •I - -Ia a ""a V I (I 081 , , I I I e al;l3 I fa eS4 a eS2 a eas TIME (sec) Figure 9: Same as Figure 8 for the soft formation. The center frequency of the source is 2 kHz. 1-19 Toksoz and Cheng 20 t· 13 -r========---------i 13.8 o I< a: - 13.6 w • • •• • • • no intrinsic Q c::) I::::; 13 . 4 Q. :E < 13.2 Well 1 (Williams et al.. 1984) 13 . 13 -+-nrrrt-,-T1-rh-.,....,-r+-r""T""r-r+r-r--r-r-+-T""T'..,....-+-~~.,--/ 13.5 1.13 1.5 2.13 2.5 3.13 3.5 13.13 LOG PERMEABILITY (millidarcies) Agure 10: Theoretical (Blot model) and observed amplitude ratio for two receivers 5 ft (1.53 m) apart versus permeability. The data (points) are from well 1 in Williams et al. (1984). The top line is the theoretical result without intrinsic attenuation. The bottom line is with Qp = 100, Q. = 50, and QJ = 30. 1-20 Introduction 21 1.13 no intrinsic a medium a 13.8 0 - l- e( a: 13.6 Iowa W 0 ::J l- - .~ • 0.4 • C. :E e( 0.2 Well 3 (Williams et aI., 1984) 0.0 2 0 3 4 LOG PERMEABILITY (millidarcies) Figure 11: Same as Figure 10 for well 3 in Williams et al. (1 984). The top line is the theoretical result without intrinsic attenuation. The middle line is with Qp = 100, Q. 50, and Q/ 20. The bottom line is with Qp 30, Q. 15, and Q/ 1O. = = = 1-21 = = 22 Toksoz and Cheng TIME (ms) o 200 i5§i=:=::= 200--'....,,1...:...'..,;;1"',' - - - - .. A" \' • ..... *\' ' • ... 'fi 250::::'::::J~==:::: ,;' J~ ~' Ie 1". , · Pt:. '0' t. l\l en a: w IW ! 300-....JI:,------· :: $ Q Figure 12. Field record of unfiltered traces acquired using source offset/shothole 810. Tube wave events are generated at 210m., 290m. and 146m. (apparent from downgolng tube wave). Upgoing tube waves from by below 41 Om. are probably caused reflections from the hole bottom at ~490m. and a possible generating horizon at 450m. 1-22 350 ====t====== ~~~~~~~~~~~ 23 Introduction TIME (J.Isec) Q . 400, , . 890 '. 12pO_ 1600 ! 2000 -E J: IQ. IJJ C 220 Britton Well 2 Tx - Rx Spacing 2.1 m Figure 13. Full waveform acoustic log traces from an intervai encompassing the tube wave generating horizon at 210m. . 1-23 Toksoz and Cheng 24 TIMECIJsec) 400 , 890 1290 16pO 2000 -e J: I- a. w c 295 300 Britton Well 2 Tx - Ax Spacing 2.1 m Figure 14. Full waveform acoustic log traces from an interval encompassing the tube wave generating horizon at 290m. 1-24 Introduction SP l't1l"'TlV'TY ~ (kOhrn-m) ,, .... , i I f' , r-- I , ,-''''1 , I ; ! , , - (f < ,j ,, , I ! ! "" '-, 3 V : .=:" ~ i " i ii v , I I , : , ! I I , i ! 1 , I i ! I i i ! i i i I , , ~ I I ! j i , i ::;.. , ~ /i -ra' l-: ! , i ~; ,.!: ' ~ r 4i , ,, Fl ,, I ,i , , '. I ; I ! ~! I I , , 300 , i ; i, , , , ! ! , \ , , , , , ' L.s:! i i 250 , , , ! , I , , , i :, : 200 ! IoC ~ I : i i ! :[: i II I , i~ ! ,I II > ,, , ! ,i 150m i i ... , ~ 1... ) I I I I j ~: : i , ::S' l i ~ : , J, .r. ! t.1 i ......1 2- +-.. i <: ........, , i , -? .7 ;. ,,>, \ '-1 , I I I .~ -. , I i, .....: ~, I , 200 (c/••c) , ;1P, ' I i~ i bZ: ) :...J 1 , ! So ' , I i i , ,, , , , , 1 i .c, iL- , , .<.J ~ --- ! ~: ~ ! [..>i ,, I ; ? ..... , , 250 0 ! , Natural GAMMA (illY) 4 150 , , 25 350 ,, ! : ,, :,i:" , i r-I I i i ! i ! ,I 400 Figure 15(a). Natural gamma, self potential (SP) and resistivity logs from Britton well #2, Hamilton, Mass. 1-25 Toksoz and Cheng 26 SOMe (ulee/ft) 10 "educed Temp. (Cl o 11C1 CAW'!!" (om dle.> 1 28 I-~!~,~,~,r"'"Ir"'"I--"TI,-,-H.-,---,"'l/~-,--:-i1-..,..;-,- i-I"".......; -j.....,'-i-115Oftt '/ ! ) j! . 1 ; f ; ! I , ) l 1 : ! l , ,, , 'L' i 'f " ,.1 '" ) i .-i-..!- -; I \ ii-~ 00:- I I----:lt-+-----ll---=:t.ot-\-"-,---II-,~--..:.!- !-""';'I"":'"--I I----=~ 200 1 /: f.--:--..-;,~f----i I - - -I M"<..'-:'- '- - l ~~ 1\ 17: /1: -n r~~'='±::+' ~i ._, I' !' 1 I 250 , J I 1----..J..---II-----+rJI"-,---I1-..,L.---!--------l300 ; \ ! , , 1----+---1 H ' - - + - - - - I 3 5 0 ~ ; , ; \! ' '~I i ! iii ) \ ; i ~ : t! i ,r" !!: I i 1---.;......i.J.-.;....--H·,.;""j,,;,...:._..J---'.....I.~ 400 ;"..; , ! 1 3~100m gradient aubtracted Figure 15(b). Sonic log (partial), caliper and reduced temperature logs from Britton well #2, Hamilton, Mass. Borehole temperature has been reduced by subtracting a least squares line which has a slope of 3.0 °c /100 meters and a surface (intercept) temperature of '"9 C. ° 1-26