Experimental studies of seismoelectric conversions in fluid-saturated porous media

Size: px
Start display at page:

Download "Experimental studies of seismoelectric conversions in fluid-saturated porous media"

Transcription

1 JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 105, NO. B12, PAGES 28,055-28,064, DECEMBER 10, 2000 Experimental studies of seismoelectric conversions in fluid-saturated porous media Zhenya Zhu, Matthijs W. Haartsen, and M. N. Toks6z Earth Resources Laboratory, Department of Earth, Atmospheric, and Planetary Sciences Massachusetts Institute of Technology, Cambridge, Massachusetts Abstract. When seismic waves generate a relative fluid-solid motion in a fluidsaturated porous medium, the moving charges (streaming current) in the electric double layer induce an electroma. gnetic (EM) field. This paper first experimentally confirms that the coupling between the seismic wave and the electromagnetic field in the kilohertz range is electrokinetic in nature. Seismoelectric signals are measured in homogeneous cylindrical porous rock samples and multilayered models. The seismoelectric signals in homogeneous rock are electric fields that move along with the acoustic wave. The mechanism of the seismoelectric conversion is completely different from the piezoelectric effect of quartz grains. The seismoelectric sensitivity with respect to salinity of the saturant has been experimentally determined. The amplitude of seismoelectric signals increases as the saturant conductivity decreases. The seismoelectric effects are generated by two different mechanisms. Both the EM radiation and the electric potential generated at an interface and within a porous medium, respectively, were measured as the P wave, at ultrasonic frequencies, passes through the layered models. Our experimental results demonstrate that seismoelectric effects exist and are measurable in the kilohertz range. The paper concludes with a comparison of experimental data and modeled data in a threelayer porous model. Seismoelectric measurements could be an effective means of obtaining transport coefficients such as hydraulic permeability and other porous rock properties. 1. Introduction When a porous material is saturated with a fluid electrolyte, an electric double layer is formed at the boundary between solid and fluid. One layer is a bound layer, the other is a diffuse-charge layer with some mobile charges. When a seismic wave propagates in a fluidsaturated two-phase material, a relative motion of the charges is generated in the double layer. Moving charges induce an electromagnetic field. On the other hand, if an electric field is applied at both ends of a fluidsaturated porous rock sample, the collision between the solid and fluid with mobile charges generates a seismic wave, These phenomena are referred to seismoelectric and electroseismic conversions. In a homogenous porous material the conduction current exactly balances the streaming current induced by the seismic wave. The induced field is simply a sta- tionary electromagnetic field that moves along with the seismic wave [Pride and Haartsen, 1996]. If seismic waves traverse a contract in electrical and/or mechanical properties, the imbalance in the currents induces an electromagnetic wave that can be measured remotely [Haartsen and Pride, 1997]o Field data have been recorded demonstrating that such seismic to EM conversions may be detected in the near-surface sedimentary layers of the Earth [Martner and Sparks, 1959; Thompson and Gist, 1991, 1993; Butler et al., 1994, 1996; Mikhailov et al., 1997]. Laboratory experiments have been performed to measure streaming potentials caused by a pressure gradient through a porous rock and to determine the zeta potential or enhanced conductivity through the electrical double layer along the grain surfaces [Morgan et al., 1989; Jouniaux and Pozzi, 1995]. Zhu et al. [1999] investigated the electrokinetic conversions in fluid-sa- turated borehole models. Measurements of transient streaming potentials were performed in the quasi static 1Now at Shell UK Exploration and Production, Aberdeen, limit by Chandler [1981]. Dynamic measurements of Scotland, UK streaming potentials and streaming currents are discussed by Packard [1952], Groves and Sears [1975], Copyright 2000 by the American Geophysical Union. Sears and Groves [1978], Cerda and Kiry [1989], and Paper number 2000JB Zhu et al. [1994]. Their experiments are based on si /00 / 2000 JB $ nusoidally alternating fluid flow through capillaries and 28,055

2 28,056 ZHU ET AL.: SEISMOELECTRIC CONVERSIONS porous media to measure electrokinetic phenomena at low frequencies. In order to investigate the seismoelectric effects and to compare them with theoretical predictions, we set up an experimental system with an ultrasonic source and electrode receiver. The seismoelectric fields are measured with cylindrical and layered models in the kilohertz frequency range. Experiments were made to study the relationship between the amplitude of the seismoelectric field and the exciting acoustic field or the resistivity of the fluid-saturated porous medium. Our studies focus on the two kinds of the seismoelectric effects, namely, the radiating electromagnetic waves and the stationary seismoelectric field accompanying the acoustic waves within a homogeneous porous medium. The experimental results in layered models are compared with theoretical modeling. Because the seismoelectric effects are closely related to the fluid properties and flow in a porous medium, the seismoelectric measurements could be very important for directly investigating fluid-saturated formations in petroleum geology. This could be done both at the surface by recording the seismic-to-em converted waves generated at some interfaces at depth, and in borehole by measuring the seismoelectric potentials generated around the borehole formation. Seismoelectric mea- surements in a borehole could become a new logging method for the petroleum industry. 2. Experiments in a Cylinder Model Figure I shows a diagram of the experimental setup. A cylindrical sample saturated with water in a vacuum system is placed between the acoustic source and receiver transducers. An acoustic wave is excited in a cylinder (Berea or Coconino sandstone), which is 1.25 cm in diameter and 10 cm in length. Table I lists some properties of water-saturated sandstones and other materials. Most of the parameters in Table I were measured in our laboratory, except the permeability of the sandstones. The electrodes used for the electric field measure- ments are made of conductin glue (silver epoxy). They are 0.2 cm in diameter and separated by I cm. A wire with a sharp pin-head touches the conducting glue on the sample surface along its axis and measures the electric potentials. The electric signals are sent through an amplifier and filter and are digitally recorded. A metal film shields the whole sample to prevent outside electric influences. Because this cylinder is very slender, a pure extensional or flexural wave can be generated by a P or S wave source. The acoustic transducers are driven by a square electrical pulse with an amplitude of 500 V. The width of the pulse is adjustable, and it is usually adjusted to the half period of the recorded acoustic wave. We measured the seismic motions of the cylindrical sample with a small compressional transducer and calculated the velocity from the slope of the first arrival of recorded acoustic waves. When the source is a P wave transducer, the velocity of the acoustic wave propagating along the cylinder is 2400 m/s at about 18 khz. When the source is a S wave transducer, it is about 1150 m/s. Because the rock sample is a slender cylinder, the piston vibration of a P source at the end of the cylinder mainly generates a low-frequency extensional wave. Computer Preamplifier Oscilloscope (DATA 6000) ;. lcml I I I High Voltage --- Generator I I I 1 I Wave Source Figure 1. Diagram of the experimental setup for measuring the electric field generated by an acoustic signal in a rock sample. The rock sample is a cylinder, 10 cm in length and 1.25 cm in diameter.

3 ZHU ET AL.' SEISMOELECTRIC CONVERSIONS 28,057 Table 1. Physical Parameters of the Water-Saturated Samples Sample Density, g/cm 3 Porosity, % Vp, m/s Vs, m/s Permeability, Darcy Berea Sandstone Coconino Sandstone Glued Sand I Glued Sand II Lucite The velocity of the extensional wave is lower than the P velocity. The shear vibration of a 5' transducer mainly generates a flexural wave whose velocity is lower than the Rayleigh wave phase velocity. According to these measured velocities the main modes excited by P wave and 5' wave transducers should be the extensional and flexural waves, respectively. The center frequencies of these acoustic waves are about 20 khz, even though the normal center frequencies of the P and $ transducers are 250 and 500 khz, respectively. Therefore there are still some high-frequency components with smaller energy and propagating at P or 5' velocity along the cylinder. Figure 2a shows the seismoelectric signals generated by a compressional wave in the water-saturated Berea sandstone cylinder. The top trace (dotted line) in the plot is the acoustic wave received by the compressional transducer at the other end of the cylinder. The center frequency of these signals is approximately 18 khz. The phase velocity determined by the slope of the signals is about 2400 m/s, which is close to the extensional travel velocity. From the travel time of the first arrivals we know that the signals are not the electric influence of the source pulse. Comparing these signals with the acoustic waveform received at the other end of the sample (the top trace in the plots), we can see that the shape and the arrival time of the acoustic wave approximately coincide with those of the electric signals. They are not exactly in coincidence because the receivers, transducer and electrode, are different, and the acoustic transducer may receive more acoustic modes propagating along the rock cylinder. The comparison between the acoustic wave and electric signal shows that the electric signals are generated by the extensional wave propagating along the cylinder sample. Figure 2b shows the electric signals, generated by the shear transducer, received by electrodes at the surface of the cylindrical Coconino sample. The center frequency and the phase velocity of the signals recorded in Figure 2b are 27 khz and about l150 m/s, respectively. This velocity is close to that of the flexural wave in the cylinder. Even though different orientations in particle motions are excited by extensional and flexural waves, both modes generate seismoelectric signals in a fluidsaturated porous sandstone. The received electric signals are related only to the acoustic wave arriving at the point of measurement. In other words, the electric signals are not received at other points where the medium is not disturbed by the acoustic wave. This phenomenon confirms that the received electric signal is a stationary, localized potential, which does not propagate independently within the 10 (a) Electric signal Acoustic wave../ \ Time (psec) Electric signal Acoustic wave I loo pv 250 o (b) Time (psec) Figure 2. (a) Seismoelectric signals generated by a P wave transducer in a water-saturated Berea sandstone sample. The top trace (dotted line) is the acoustic waveform (extensional wave) received by a P wave transducer at the other end of the sample. (b) Seisrnoelectric signals generated by a S wave transducer in a water-saturated Coconino sandstone sample. The top trace (dotted line) is the acoustic waveform (flexural wave) received by an S wave transducer at the other end of the sample.

4 28,058 ZHU ET AL' SEISMOELECTRIC CONVERSIONS sandstone cylinder. An acoustic wave in a homogeneous porous sample does not act as a radiating antenna since the induced streaming current and conduction currents within the pulse cancel each other [Pride and Haartsen, 1 ] Test of the Seisrnoelectric Origin of the Signals We performed a series of experiments to confirm the seismoelectric origin of the signals. The experiments were designed to rule out the possibility of experimental errors. The first measurement was taken on a dry sandstone sample using the setup shown in Figure 1. The other experiments used layered models to determine if seismoelectric signals can be generated at interfaces between Lucite and air, water, dry porous rock, or unconsolidated sand, respectively. Piezoelectric coupling needs to be distinguished from the seismoelectric conversion. The quartz grain is a piezoelectric crystal. When quartz is strained, an electric potential is induced along its electric axis. Because the orientations of the quartz grains are not exactly in the same direction, the piezoelectric effect is very weak in a sandstone block, and the phase and amplitude of the piezoelectric field depend on the distribution and the orientation of the quartz grains in each part of the sandstone z > loo ß 80 = 60 E ß t 40 2O I I I I I W, ater-saturated i " i i I! ' 0 1 O (a) Voltage (V) [ ß.. i... ß ß,!.! ;, i... Berea :.!...--' ].. o--coconin, 0.., i,... :... ;--; '-... ::'7... :......? :r ;./..:_...,,'". ' i ,. - ' : :. ß! : ; : Figure 3 shows the electric signals received at the "... ;...!... i '. i i : ' surface of a dry Berea sandstone sample excited by a P! I I i I ' i I i! ': i ß wave transducer (Figure 1). The Berea sandstone was ''400' 6 )0' 800' '1000 dried by heating it in a vacuum oven for 8 hours. From (b) Resistivity ( *m) the moveout of the first arrivals in the signals we know that these electric signals are generated by the acoustic wave. Not only the amplitudes but also the phases of Figure 4. (a) Normalized amplitudes of the seismoelectric signals generated by a P wave transducer in the these first arrivals vary at different measurement points water-saturated Berea sample as a function of the voltalong the cylindrical sample. The maximum amplitude age exciting the P wave transducer. (b) Amplitudes of is less than 20 ttv, which is much smaller than the the seismoelectric signals generated by a P wave trans- ducer in the water-saturated Berea and Coconino rock samples as a function of the resistivity of the watersaturated sample. I20 pv Time (pse½) Figure 3. Electric signals generated by a P wave transducer in a dry Berea sandstone sample. The phases and amplitudes of these first arrivals inconsistently vary with the measurement points. seismoelectric signals measured in the wet rock sample, namely, 100/ V in the Berea sandstone and 40/ V in the Coconino sandstone. The different phases of the first arrivals in Figure 3 confirm that this phenomenon is not a problem of coupling between the transducer and the sample. Bad coupling decreases the amplitudes of the acoustic or electric signals but does not change the phase of the received signals. The phase velocity calculated from the first arrivals in Figure 3 is about 3100 m/s, which is larger than the velocity of an extensional wave and is close to the P wave velocity in the rock sample. The waveforms in Figure 3 are piezoelectric signals induced by the P wave propagating along the sample. The comparison of Figure 3 with the seismoelectric signals in Figure 2a shows that the mechanism

5 ß ZHU ET AL. ø SEISMOELECTRIC CONVERSIONS 28,059 Lucite P-wave 5 ø Source (fo= 100 khz) E 2 cm U (a) 25 cm Acoustic Receiver Position 5 10 Electrode Position 5 10 I,, O.O5. _ (b) 020-J! Figure 5. (a) Diagram of a layered model with (top) a Lucite block and (bottom) a Berea sandstone sample. The seismoelectric responses of a P wave source are measured at the interface between the two layers. (b) Acoustic waveforms received by a small P wave transducer at the bottom surface of the Lucite block before the rock block is placed against the bottom surface. (c) Seismoelectric signals recorded with a time delay of 10/ s at the interface between the Lucite block and water-saturated Berea sandstone sample. The amplitude is normalized by 100/ V. of seismoelectric conversion in a fluid-saturated porous medium is different from the piezoelectric effect. In the layered models made of two layers of materials, a Lucite block is used to eliminate the interference of the source pulse with the electric signal. We checked the electric field generated by the P wave on the Lucite surface. No electric signal was received at the interface between the Lucite and air or water (free surface). We also measured the electric fields at the interfaces where the Lucite block contacts dry Berea sandstone or watersaturated, unconsolidated, loose sand. In all of these cases we did not receive any electric signal above the system noise level. The experiment with the loose sand indicates that the seisrnoelectric effect needs a porous frame to have a relative fluid flow generated in the pore space by the seismic waves. In the loose sand case, the grain displacement and the relative displacement between solid and fluid are small at high frequencies, so the induced electric signals are very weak Seismoelectric Signal Sensitivity to Rock Resistivity The dependence of the seismoelectric signal amplitude on the resistivity of the rock sample is experimentally investigated using the setup shown in Figure 1. Figure 4a shows the relationship between the voltage of the electric pulse exciting the P wave transducer and the amplitude of the seismoelectric signal normalized by its maximum. The plot shows that the amplitude of

6 28,060 ZHU ET AL.: SEISMOELECTRICONVERSIONS the seismoelectric signals is directly proportional to the made, with electrodes placed inside the porous layers, amplitude of the acoustic waves. to measure the seismoelectric fields generated at inter- The resistivity of a fluid-saturated porou sandstone faces and within the porous medium. The purpose of varies with the molarity of the saturating fluid, and the this section is to measure the conversions when seismic amplitude of seismoelectric signals varies with the resis- waves traverse contrasts in medium properties. When a tivity of the sandstone. The amplitude dependence with seismic pulse straddles an interface, a dynamic current respect to the resistivity of the fluid-saturated Berea or imbalance is created, resulting a localized charge sep- Coconino sandstone is shown in Figure 4b. When the aration across the interface. This charge separation acts resistivity of the sample increases, the amplitude of the as a source for independently radiating EM fields that seismoelectric signals generated by the same acoustic can be measured in the medium as precursory events of wave increases. In our experiments we changed the resistivity of the saturated rock sample by changing the salt concentra Sandstone-Layered Model tion of the saturating fluid from pure water to brine. This layered model depicted in Figure 5a is composed When the rock is saturated by pure water, its resistiv- of a Lucite block and a piece of water-saturated Berea ity is not infinite due to the conductivity of the natural sandstone rock. A compressional source transducer rarock. In the resistivity range of 50 to 1000 f m, the diates P waves at an angle of 45 ø with respecto the amplitude of the seismoelectric conversion is propor- interface between the Lucite and the sandstone block. tional to the resistivity. If there are very few ions in the The center frequency of the acoustic wave is about 100 saturating fluid, the seismoelectric signal must be very khz. The Lucite block delays the acoustic wave arriving weak. In one of our experiments, the sandstone sample on the interface and eliminates the electric interference was saturated by alcohol, and no seismoelectric signal of the exciting pulse (500 V) with the seismoelectric sigwas observed. Theoretical studies on dynamic streamnals. At the interface between the Lucite and the rock, ing currents predicts this behavior [Haartsen and Pride, 10 measurement points made of conductinglue were 1997]. set up with a 2-cm spacing. Special care was taken to ensure that no air bubbles were entrapped at the inter- 3. Experiments in Layered Models face and that all of the gaps between the Lucite and the sandstone were saturated with water. We performed additional measurements with layered models. The first layer (Figures 5a and 6) is always Measurements began with the acquisition of the acousa Lucite elastic block that insulates the source trans- tic waves by a small standard P wave transducer at each ducer and its electronics from the porous media. We measurement point on the Lucite block bottom, before used a natural Berea sandstone mounted on the Lu- the rock layer was added to the model. Figure 5b shows cite block, with electrodes glued onto the elastic-porous the received acoustical waveforms which are normalized interface. Two artificial porous medium models were by their maximum amplitude in this plot. (The amplitudes in all the following plots are normalized by the maximum amplitude in each plot.) Then the layered Acoustic Source model was constructed as shown in Figure 5a. Figure (fo=100khz) 5c shows the electric signals which are generated by the acoustic wave and received at the electrodes connected to the measurement patches at the interface between the Lucite block and the Berea sandstone layer. In or-! der to avoid the interference of the high-voltage pulse exciting the acoustic wave, a 10 / s time delay (post- ^=ou,.= Lucite trigger) was applied in recording the electric signals in Figure 5c. By comparing these signals with the acoustic Receiver E "10 Setl waveformshown in Figure 5b, we see that the variations of the arrival times, shape, and amplitude of the electric signals are in good agreement with those of the acoustic waves. We conclude that thes electric signals o %,% Setl,,- t Ill SetIV the acoustic waves. are due to electrokinetic effects. Glued sand! Figure 6. Artificial epoxy-glued sand layer model. Some properties are listed in Table 1, and the resistivity of the bottom layer is 280 f m. Four sets of electrodes are embedded within the homogeneous porous layer (glued sand) Artificial Porous Layered Model In order to measure the seismoelectric signals inside a homogeneous porous medium, we made a layered model composed of a Lucite block and an artificial sand. Sand was glued with epoxy and mounted againsthe bottom surface of the Lucite block. Some properties of

7 ZHU ET AL' SEISMOELECTRIC CONVERSIONS 28,061 the epoxyed sandstone were measured in our laboratory and are given in Table 1. Four sets of electrodes made of thin wires were connected at the interface and within the glued sand with a vertical spacing of I cm and a horizontal spacing of 2 cm (Figure 6). The resistivity of the water-saturated glued sand is 280 f m. A P wave source transducer is placed in the center of the model. Figure 7 shows the acoustic waveforms received by a small P wave transducer on the Lucite bottom sur- face before the sand was glued on the bottom surface. And the waveforms were recorded with a time delay of 20 tts. The first arrivals (around ms) are the direct compressional waves while the secondary arrivals (around ms) correspond to a multiple reflection within the Lucite block. Figures 8a and 8b show the waveforms of the electric signals received by the electrode sets I and IV, respectively. The amplitudes are normalized by 25 ttv. The first arrivals of the electric signals shown in Figure 8a, and their amplitude variations resemble those acoustic waves shown in Figure 7. This similarity tends show that the acoustic wave contains electric signals that travel with the acoustic wave speed and are measurable at electrodes in contact with the porous medium. Figure 8b shows the two kinds of seismoelectric signals. At the time (around ms) the acoustic wave reaches the elastic-porous interface, it is converted into an EM wave which travels with the EM wave speed in the porous medium to the electrode layer sets where they are recorded. The high velocity of the EM waves results in almost identical arrival times 0.1 Acoustic Receiver Position 5 10 Figure 7. Normalized compressional waveforms generated by a P wave source and received by a small P wave receiver at the bottom surface of the Lucite block (Figure 6). The waveforms are recorded with a time delay of 20 tts. at the electrodes of set IV (the signals have almost no move-out). After the acoustic wave passes through the interface, it arrives at the electrode set IV accompanied by a stationary seismoelectric signal which has a higher amplitude and lower frequency than the signals converted at the interface. In Figure 8b the signals around ms are the seismic-to-em converted waves, and the event arriving around ms in the middle of the sections the electric field moving along with the acoustic waves. Even though the EM field and seismic pulse have identical frequency content when the seismic pulse is at the generating interface, the EM disturbance loses almost no frequency content while traveling through the medium, while the seismic pulse and associated electric signals lose much of their higher frequency content while traveling through the porous media. 4. Seismoelectric Experimental Data and Modeling in Multilayered Models In order to compare the seismoelectric signals recorded in a porous medium with theoretical modeling, we have built the multilayered model displayed in Figure 9. Two sand layers glued with epoxy, glued sands I and II, are added at the base of the Lucite block. The physical properties of the two porous layers are shown in Table 1. The sand of layer I is fine white sand with uniform grain diameter. The sand of layer II is brown sand with various grain diameters. Electrode set I is made of conducting glue at the interface between the Lucite and the glued sand I. Set II is buried in glued sand I, and set III is positioned at the interface between glued sands I and II. There are 10 measurement points or wires with a 2-cm horizontal spacing in each set. The resistivities of the water-saturated glued sands I and II are 280 and 420 f m, respectively. A P wave source transducer with a dominant frequency of 100 khz is placed at the center of the top surface of the Lucite block. Figure 10a shows the electric potentials of the seismoelectric signals received by electrode set II. We performed theoretical calculations for the medium properties and the parameters shown in Figure 9 and Table 1. For the details of the calculation method, the reader is referred to Haartsen [1995] and Haartsen and Pride [1997]. The salinity is determined by matching the measured bulk conductivity to the calculated conductivity. We have assumed that the ratio of bulk and shear frame moduli is 0.9. The acoustic source is a ver- tical point force. We have calculated the seismoelectric fields generated by the P waves [Haartsen et al., 1995]. The horizontal component Es of the seismoelectric field at electrode set II is shown in Figure 10b. We see low-frequency and large-amplitude components in both the measured data and modeled results (Figure 10). These electric fields traveling with corn-

8 28,062 ZHU ET AL' SEISMOELECTRIC CONVERSIONS Electrode Position (Set I) ' 0 Electrode Position (Set IV) 5 10 g0.05 g , O.lO. (a) (b) Figure 8. (a) Seismoelectric signals generated by a P wave source and received by electrode set I between the Lucite and glued sand. The amplitude is normalized by 25/ V. (b) Seismoelectric signals generated by a P wave source and received by electrode set IV. The amplitude is normalized by 25/ V. The signals around ms are the EM wave converted at the interface. The signals around ms are the seismoelectric signals generated by the acoustic waves arriving the set IV. The waveforms are recorded with a time delay of 20/ s. pressional wave speed through homogeneous porous medium (glued sand I) are caused by charge separations generated by pressure gradients inside the seismic pulse. Before the P wave arrives at the electrode set II, highfrequency, small-amplitude signals are recorded at 41/ s that is the P wave traveltime through the Lucite block. These signals are the EM waves converted from the P wave at the interface between the Lucite and sand I. Although the P wave source transducer with 'a diam- Acoustic Source (fo=100khz) eter of 3.81 cm cannot be considered as a vertical point force, the comparison between the arrival times, polarities and frequencies of the measured and modeled data confirm the two kinds of seismoelectric effects. One is generated at the interface between Lucite and glued sand and can be received in medium where the seismic wave does not arrive or disturb. The other is generated in a homogeneous medium and can be received only within the area disturbed by the seismic wave. The amplitude variation of the signals in Figures 10a and 10b is different because the measurement records the electric potential associated with the seismoelectric signals, whereas the numerical modeling calculates the horizontal component of the seismoelectric field. Lucite Set I Set II Set III Figure 9. Multilayered model made of artificial epoxyed sands. Their density, porosity, P and S velocities, and permeability are listed in Table 1. The resistivities of the two porous layers, glued sand I and II, are 280 and m, respectively. The electrode set II is embedded within the homogeneous porous layer, glued sand I. 5. Conclusions This paper describes and discusses seismoelectric laboratory experiments in homogeneous, porous cylindrical models or layered models in the kilohertz frequency range. The measurements are verified to be of electrokinetic origin in a fluid-saturated porous medium with a mechanism which is different from the piezoelectric effect. The amplitudes of the seismoelectric signals are directly proportional to the acoustic wave amplitude and increase with the resistivity of the medium, i.e., decrease with the salinity of the pore fluid. No measurable seismoelectric signals are recorded in vacuum dried sandstones. The seismoelectric signals measured along a homogeneous porous rock sample (Berea and Coconino sandstones) are electric fields that move along with the ex-

9 ZHU ET AL.' SEISMOELECTRIC CONVERSIONS 28,063 antenna position O, I I I i i 0 1 antenna position O O0. loo ß._ ß 200- t 200-t,,.....! (a) (,b) Figure 10. (a) Seismoelectric signals measured by the electrode set II and (b) the corresponding horizontal electric components of the seismoelectric field calculated theoretically with the multilayered model shown in Figure 9. The high-frequency components at 41 / s are the EM waves converted at the interface between the Lucite and the glued sand I. The low-frequency and large-amplitude components are generated by P waves within glued sand I. tensional (excited by a P wave transducer in a rod) and flexural wave (excited by a S wave transducer in a rod) modes. Both modes contain compressional wave constituents that cause the diffuse layer counter ions to accumulate and/or deplete in its peaks and troughs, and thus electric fields internal to the wave field are created. Independently propagating EM waves are not generated. Seismoelectric measurements were performed in layered porous models. The corresponding seismic pulses were measured. In addition, seismoelectric conversions were measured in the layered models. These conversions occur at contrasts in medium properties where the seismic pulse straddles the interface, which results in a lo- calized dynamic charge separation across the interface. This dynamic charge separation acts as a source for the EM disturbances that are measurable in the medium not disturbed by the seismic wave. These conversions have the same frequency content as the driving seismic pulse at the interface. The measurements made in the artificial epoxy-glued sand show that the frequency content of the seismoelectric signals associated with the seismic pulse is lower than the frequency content of the converted signal. We numerically modeled a conversion at an elastic porous interface. The numerical model using a vertical point force excitation simulated the arrival times and polarity of the seismoelectric signals. Also, a higherfrequency content of the converted signal is observable as compared to the electric signal associated with the seismic pulse which is strongly attenuated with distance traveled in the glued sand. Acknowledgmcnt.. Wc would like to thank A. II. Thompson, Steven R. Pridc. and T R. Madden tbr their valuable suggestions and ttscfitl discussions This study is supported by the ])cpartmcnl o1' ]5 crgy grant 1)] -1:(;()2-931:I( [ 322 References Butler, K., Russell, R., A. Kepic, and M. Maxwell, Mapping of a stratigraphic boundary by its seismoelectric response, Paper presented at Symosium on the Applications of Geophysics to Engineering and Environmental Problems (SAGEEP), Environ. and Eng. Soc., Boston, Butler, K., R. Russell, A. Kepic, and M. Maxwell, Measurement of the seismoelectric response from a shallow boundary, Geophysics, 61, , Cerda, C. M., and N. C. Kiry, The use of sinusoidal streaming flow measurements to determine the electrokinetic properties of porous media, Colloids Surfaces, 35, 7-15, Chandler, R., Transient streaming potential measurements on fluid saturated porous structures: An experimental verification of Biot's slow wave in the quasi-static limit, J. Acous. Soc. Am., 70, , Haartsen, M. W., Coupled electromagnetic and acoustic wavefield modeling in poro-elastic media and its appli- cations in geophysical exploration, Ph.D. thesis, Mass. Inst. of Technol., Cambridge, Haartsen, M. W., and S. R. Pride, Electroseismic waves from point sources in layered media, J. Geophys. Res., 102, 24,745-24,769, Haartsen, M. W., Z. Zhu, and M. N. ToksSz, Seismoelectric

10 28,064 ZHU ET AL.: SEISMOELECTRIC CONVERSIONS experimental data and modeling in porous layer models at ultrasonic frequencies, paper pp5.10 presented at SEG 65th Annual International Meeting, Soc. of Explor. Geophys., Houston, Groves, J., and A. Sears, Alternating streaming current measurements, J. Colloid Interface Sci., 53, 83-89, Jouniaux, L., and J.P. Pozzi, Streaming potential and permeability of saturated sandstones under triaxial stress: Consequences for electrotelluric anomalies prior to earthquakes, J. Geophys. Res., 100, , Martner, S. T., and N. R. Sparks, The electroseismic effect, Geophysics, œ, , Mikhailov, O., M. W. Haartsen, and M. N. ToksSz, Electroseismic investigation of the shallow subsurface: field measurements and numerical modeling, Geophysics, 62, , Morgan, F. D., E. R. Williams, and T. R. Madden, Streaming potential properties of westerly granite with applications, J. Geophys. Res., 9, 12,449-12,461, Packard, R., Streaming potentials across glass capillaries for sinusoidal pressure, J. Chem. Phys., 21, , Pride, S. R. and M. W. Haartsen, Electroseismic wave properties, J. Acous. $oc. Am. 100, , Sears, A., and J. Groves, The use of oscillating laminar flow streaming potential measurements to determine the zeta potential of a capillary surface, J. Colloid Interface Sci., 65, , Thompson, A. H., and G. A. Gist, Electroseismic prospecting, paper EM2.1 presented at SEG 61st Annual International Meeting, Soc. of Explor. Geophys., Houston, Thompson, A. H., and G. A. Gist, Geophysical applications of electrokinetic conversion: Leading Edge, 12, , Zhu, Z., C. H. Cheng, and M. N. ToksSz, Electrokinetic conversion in a fluid-saturated porous rock sample, paper SLi.1 presented at SEG 64st Annual International Meeting, Soc. of Explor. Geophys., Los Angeles, Zhu, Z., M. W. Haartsen, and M. N. ToksSz, Experimental studies of electrokinetic conversions in fluid-saturated borehole models, Geophysics, 6, , M. W. Haartsen, Shell UK Exploration and Production, i Altens Farm Road, Nigg, Aberdeen, Scotland, UK. (M.Haartsen@openmail.vedc713.dukepabe.simis.com) M. N. ToksSz, and Z. Zhu, Earth Resources Laboratory, Department of Earth, Atmospheric, and Planetary Sci- ences, Massachusetts Institute of Technology, Cambridge, MA (toksoz@mit.edu; zhenya@erl.mit.edu) (Received November 8, 1999; revised June 23, 2000; accepted September 6, 2000.)

Theoretical and Experimental Studies of Seismoelectric Conversions in Boreholes

Theoretical and Experimental Studies of Seismoelectric Conversions in Boreholes COMMUNICATIONS IN COMPUTATIONAL PHYSICS Vol. 3, No. 1, pp. 109-120 Commun. Comput. Phys. January 2008 Theoretical and Experimental Studies of Seismoelectric Conversions in Boreholes Zhenya Zhu 1,, Shihong

More information

EXPERIMENTAL STUDIES OF ELECTROKINETIC CONVERSIONS IN A FLUID-SATURATED POROUS MEDIUM. Zhenya Zhu and M.Naft. Toksoz

EXPERIMENTAL STUDIES OF ELECTROKINETIC CONVERSIONS IN A FLUID-SATURATED POROUS MEDIUM. Zhenya Zhu and M.Naft. Toksoz XPRIMNTAL STUDIS OF LCTROKINTIC CONVRSIONS IN A FLUID-SATURATD POROUS MDIUM Zhenya Zhu and M.Naft. Toksoz arth Resources Laboratory Department of arth, Atmospheric, and Planetary Sciences Massachusetts

More information

Coupled seismoelectric wave propagation in porous media. Mehran Gharibi Robert R. Stewart Laurence R. Bentley

Coupled seismoelectric wave propagation in porous media. Mehran Gharibi Robert R. Stewart Laurence R. Bentley Coupled seismoelectric wave propagation in porous media Mehran Gharibi Robert R. Stewart Laurence R. Bentley a Introduction Seismic waves induce electric and magnetic fields. Conversion of acoustic energy

More information

First laboratory measurements of seismo-magnetic conversions in fluid-filled Fontainebleau sand

First laboratory measurements of seismo-magnetic conversions in fluid-filled Fontainebleau sand GEOPHYSICAL RESEARCH LETTERS, VOL. 33,, doi:10.1029/2005gl024582, 2006 First laboratory measurements of seismo-magnetic conversions in fluid-filled Fontainebleau sand C. Bordes, 1 L. Jouniaux, 2 M. Dietrich,

More information

Borehole Acoustics and Logging Consortium. Annual Report

Borehole Acoustics and Logging Consortium. Annual Report Borehole Acoustics and Logging Consortium Annual Report 1994 EARTH RESOURCES LABORATORY Department of Earth, Atmospheric, and Planetary Sciences Massachusetts Institute of Technology Cambridge, Mass. 02139

More information

BOREHOLE ELECTROSEISMIC MEASUREMENTS IN DOLOMITE: IDENTIFYING FRACTURES AND PERMEABLE ZONES

BOREHOLE ELECTROSEISMIC MEASUREMENTS IN DOLOMITE: IDENTIFYING FRACTURES AND PERMEABLE ZONES BOREHOLE ELECTROSESMC MEASUREMENTS N DOLOMTE: DENTFYNG FRACTURES AND PERMEABLE ZONES Oleg V. Mikhailov and M. Nafi Toksoz Earth Resources Laboratory Department of Earth, Atmospheric, and Planetary Sciences

More information

The failure of the sounding assumption in electroseismic investigations

The failure of the sounding assumption in electroseismic investigations The failure of the sounding assumption in electroseismic investigations F.D. Fourie, J.F. Botha Institute for Groundwater Studies, University of the Free State, PO Box 339, Bloemfontein, 9300, South Africa

More information

Estimating Permeability from Acoustic Velocity and Formation Resistivity Factor

Estimating Permeability from Acoustic Velocity and Formation Resistivity Factor 5th Conference & Exposition on Petroleum Geophysics, Hyderabad-2004, India PP 582-587 and Formation Resistivity Factor Majid Nabi-Bidhendi Institute of Geophysics, University of Tehran, P.O. Box 14155-6466,

More information

ABSTRACT 1. INTRODUCTION

ABSTRACT 1. INTRODUCTION ABSTRACT In this paper the three-dimensional transient wave propagation is investigated due to a point force applied at the interface of a fluid and a poroelastic solid. Using the total response, it is

More information

First laboratory measurements of seismo-magnetic conversions in fluid-filled Fontainebleau sand

First laboratory measurements of seismo-magnetic conversions in fluid-filled Fontainebleau sand First laboratory measurements of seismo-magnetic conversions in fluid-filled Fontainebleau sand Clarisse Bordes, Laurence Jouniaux, Michel Dietrich, Jean-Pierre Pozzi, Stéphane Garambois To cite this version:

More information

P- and S-Wave Velocity Measurements and Pressure Sensitivity Analysis of AVA Response

P- and S-Wave Velocity Measurements and Pressure Sensitivity Analysis of AVA Response P- and S-Wave Velocity Measurements and Pressure Sensitivity Analysis of AVA Response Tiewei He* University of Alberta, Edmonton, Alberta, Canada tieweihe@phys.ualberta.ca and Douglas Schmitt University

More information

USING BOREHOLE ELECTROSEISMIC MEASUREMENTS TO DETECT AND CHARACTERIZE FRACTURED (PERMEABLE) ZONES. Oleg V. Mikhailov. John H. Queen. M.

USING BOREHOLE ELECTROSEISMIC MEASUREMENTS TO DETECT AND CHARACTERIZE FRACTURED (PERMEABLE) ZONES. Oleg V. Mikhailov. John H. Queen. M. USING BOREHOLE ELECTROSEISMIC MEASUREMENTS TO DETECT AND CHARACTERIZE FRACTURED (PERMEABLE) ZONES Oleg V. Mikhailov Earth Resources Laboratory Department of Earth, Atmospheric, and Planetary Sciences Massachusetts

More information

Hydrogeophysics - Seismics

Hydrogeophysics - Seismics Hydrogeophysics - Seismics Matthias Zillmer EOST-ULP p. 1 Table of contents SH polarized shear waves: Seismic source Case study: porosity of an aquifer Seismic velocities for porous media: The Frenkel-Biot-Gassmann

More information

Acoustic wave reflection from the transition layer of surficial marine sediment

Acoustic wave reflection from the transition layer of surficial marine sediment Acoust. Sci. & Tech. 25, 3 (2004) PAPER Acoustic wave reflection from the transition layer of surficial marine sediment Masao Kimura and Takuya Tsurumi School of Marine Science and Technology, Tokai University

More information

CO 2 Rock Physics: A Laboratory Study

CO 2 Rock Physics: A Laboratory Study CO 2 Rock Physics: A Laboratory Study Helen Yam* University of Alberta, Edmonton, Alberta, Canada hyam@ualberta.ca and Douglas R. Schmitt University of Alberta, Edmonton, Alberta, Canada Summary It is

More information

LINK BETWEEN ATTENUATION AND VELOCITY DISPERSION

LINK BETWEEN ATTENUATION AND VELOCITY DISPERSION LINK BETWEEN ATTENUATION AND VELOCITY DISPERSION Jack Dvorkin Stanford University and Rock Solid Images April 25, 2005 SUMMARY In a viscoelastic sample, the causality principle links the attenuation of

More information

INTRODUCTION TO LOGGING TOOLS

INTRODUCTION TO LOGGING TOOLS BY: MUHAMMAD ZAHID INTRODUCTION TO LOGGING TOOLS 1- SPONTANEOUS POTENTIAL (SP) The Spontaneous potential survey, (sp) was one of the first measurements, which was carried out, in a well bore. The SP log

More information

Anatomy of a seismoelectric conversion: Measurements and conceptual modeling in boreholes penetrating a sandy aquifer

Anatomy of a seismoelectric conversion: Measurements and conceptual modeling in boreholes penetrating a sandy aquifer JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 114,, doi:10.1029/2008jb005939, 2009 Anatomy of a seismoelectric conversion: Measurements and conceptual modeling in boreholes penetrating a sandy aquifer J. C. Dupuis,

More information

SUMMARY INTRODUCTION EXPERIMENTAL PROCEDURE

SUMMARY INTRODUCTION EXPERIMENTAL PROCEDURE Frequency dependent elastic properties and attenuation in heavy-oil sands: comparison between measured and modeled data Agnibha Das, and Michael Batzle, Colorado School of Mines SUMMARY We have measured

More information

6298 Stress induced azimuthally anisotropic reservoir - AVO modeling

6298 Stress induced azimuthally anisotropic reservoir - AVO modeling 6298 Stress induced azimuthally anisotropic reservoir - AVO modeling M. Brajanovski* (Curtin University of Technology), B. Gurevich (Curtin University of Technology), D. Nadri (CSIRO) & M. Urosevic (Curtin

More information

RESEARCH PROPOSAL. Effects of scales and extracting methods on quantifying quality factor Q. Yi Shen

RESEARCH PROPOSAL. Effects of scales and extracting methods on quantifying quality factor Q. Yi Shen RESEARCH PROPOSAL Effects of scales and extracting methods on quantifying quality factor Q Yi Shen 2:30 P.M., Wednesday, November 28th, 2012 Shen 2 Ph.D. Proposal ABSTRACT The attenuation values obtained

More information

Electroseismics for CO 2 storage and hydrocarbon reservoirs. Fabio I. Zyserman

Electroseismics for CO 2 storage and hydrocarbon reservoirs. Fabio I. Zyserman Electroseismics for CO 2 storage and hydrocarbon reservoirs Fabio I. Zyserman EOST, March 12th, 213 Electroseismics: field experiments Thompson et al, 27 Electroseismic response in gas and oil reservoirs

More information

Measurement of elastic properties of kerogen Fuyong Yan, De-hua Han*, Rock Physics Lab, University of Houston

Measurement of elastic properties of kerogen Fuyong Yan, De-hua Han*, Rock Physics Lab, University of Houston Measurement of elastic properties of kerogen Fuyong Yan, De-hua Han*, Rock Physics Lab, University of Houston Summary To have good understanding of elastic properties of organic shale, it is fundamental

More information

Seismoelectric monitoring of producing oilfields: A review.

Seismoelectric monitoring of producing oilfields: A review. Seismoelectric monitoring of producing oilfields: A review. Mehran Gharibi, Laurence R. Bentley, and Robert R. Stewart ABSTRACT Seismoelectric phenomena associated with seismic waves and activities have

More information

Crosswell tomography imaging of the permeability structure within a sandstone oil field.

Crosswell tomography imaging of the permeability structure within a sandstone oil field. Crosswell tomography imaging of the permeability structure within a sandstone oil field. Tokuo Yamamoto (1), and Junichi Sakakibara (2) (1) University of Miami and Yamamoto Engineering Corporation, (2)

More information

Propagation of seismic-induced electromagnetic waves in a semi-infinite porous medium: A Fourier transform approach

Propagation of seismic-induced electromagnetic waves in a semi-infinite porous medium: A Fourier transform approach Seismoelectric Simulations Propagation of seismic-induced electromagnetic waves in a semi-infinite porous medium: A Fourier transform approach R.Arief Budiman, Aqsha Aqsha, Mehran Gharibi and Robert R.

More information

Borehole Geophysics. Acoustic logging measurements

Borehole Geophysics. Acoustic logging measurements Acoustic logging measurements - Review of basic physics background - Concept of P- and S-wave measurements and logging tools - Tube waves - Seismic imaging - Synthetic seismograms - Field application examples

More information

Numerical study on scanning radiation acoustic field in formations generated from a borehole

Numerical study on scanning radiation acoustic field in formations generated from a borehole Science in China Ser. G Physics, Mechanics & Astronomy 5 Vol.48 No. 47 56 47 Numerical study on scanning radiation acoustic field in formations generated from a borehole CHE Xiaohua 1, ZHANG Hailan 1,

More information

Lawrence Berkeley National Laboratory

Lawrence Berkeley National Laboratory Lawrence Berkeley National Laboratory Peer Reviewed Title: Fracture permeability and seismic wave scattering--poroelastic linear-slip interface model for heterogeneous fractures Author: Nakagawa, S. Publication

More information

ATTENUATION CHARACTERISTICS OF SAUDI ARABIAN RESERVOIR SANDSTONE AND LIMESTONE CORES

ATTENUATION CHARACTERISTICS OF SAUDI ARABIAN RESERVOIR SANDSTONE AND LIMESTONE CORES ATTENUATION CHARACTERISTICS OF SAUDI ARABIAN RESERVOIR SANDSTONE AND LIMESTONE CORES M. A. Mohiuddin 1, G. Korvin 2, A. Abdulraheem 1, and K. Khan 1 1 Center for Petroleum & Minerals, The Research Institute.

More information

Site Characterization & Hydrogeophysics

Site Characterization & Hydrogeophysics Site Characterization & Hydrogeophysics (Source: Matthew Becker, California State University) Site Characterization Definition: quantitative description of the hydraulic, geologic, and chemical properties

More information

Towards Modelling Elastic and Viscoelastic Seismic Wave Propagation in Boreholes

Towards Modelling Elastic and Viscoelastic Seismic Wave Propagation in Boreholes Towards Modelling Elastic and Viscoelastic Seismic Wave Propagation in Boreholes NA WANG, DONG SHI, BERND MILKEREIT Department of Physics, University of Toronto, Toronto, Canada M5S 1A7 Summary We are

More information

Seismic behaviour of CO 2 saturated Fontainebleau sandstone under in situ conditions

Seismic behaviour of CO 2 saturated Fontainebleau sandstone under in situ conditions Seismic behaviour of CO 2 urated Fontainebleau sandstone under in situ conditions Md Mizanul Huq Chowdhury*, University of Alberta, Edmonton, AB, Canada, mhchowdh@ualberta.ca and Douglas R. Schmitt, University

More information

Effects of Fracture Parameters in an Anisotropy Model on P-Wave Azimuthal Amplitude Responses

Effects of Fracture Parameters in an Anisotropy Model on P-Wave Azimuthal Amplitude Responses PROC. ITB Eng. Science Vol. 38 B, No. 2, 2006, 159-170 159 Effects of Fracture Parameters in an Anisotropy Model on P-Wave Azimuthal Amplitude Responses Fatkhan Program Studi Teknik Geofisika FIKTM-ITB

More information

LECTURE 10. Module 3 : Field Tests in Rock 3.6 GEOPHYSICAL INVESTIGATION

LECTURE 10. Module 3 : Field Tests in Rock 3.6 GEOPHYSICAL INVESTIGATION LECTURE 10 3.6 GEOPHYSICAL INVESTIGATION In geophysical methods of site investigation, the application of the principles of physics are used to the study of the ground. The soil/rock have different characteristics

More information

A Thesis. Presented to. the Faculty of the Department of Earth and Atmospheric Sciences. University of Houston. In Partial Fulfillment

A Thesis. Presented to. the Faculty of the Department of Earth and Atmospheric Sciences. University of Houston. In Partial Fulfillment METHODS OF FITTING COMPRESSIONAL AND SHEAR WAVE VELOCITIES VERSUS SATURATION CURVES AND THE INTERPRETATION OF LABORATORY VELOCITY MEASUREMENTS IN PARTIALLY SATURATED ROCKS ------------------------------------------------------------

More information

Shear Wave Velocity Estimation Utilizing Wireline Logs for a Carbonate Reservoir, South-West Iran

Shear Wave Velocity Estimation Utilizing Wireline Logs for a Carbonate Reservoir, South-West Iran Iranian Int. J. Sci. 4(2), 2003, p. 209-221 Shear Wave Velocity Estimation Utilizing Wireline Logs for a Carbonate Reservoir, South-West Iran Eskandari, H. 1, Rezaee, M.R., 2 Javaherian, A., 3 and Mohammadnia,

More information

SPE These in turn can be used to estimate mechanical properties.

SPE These in turn can be used to estimate mechanical properties. SPE 96112 Pressure Effects on Porosity-Log Responses Using Rock Physics Modeling: Implications on Geophysical and Engineering Models as Reservoir Pressure Decreases Michael Holmes, SPE, Digital Formation,

More information

Investigations of Seismic Signatures of CO 2 Saturation as Part of a Geological Storage Project

Investigations of Seismic Signatures of CO 2 Saturation as Part of a Geological Storage Project Investigations of Seismic Signatures of CO 2 Saturation as Part of a Geological Storage Project Gautier Njiekak*, Department of Physics, Institute for Geophysical Research, Univ. of Alberta, Edmonton,

More information

Salt anisotropy: Ultrasonic lab experiments and traveltime ramifications Jingjing Zong *, Robert Stewart and Nikolay Dyaur University of Houston

Salt anisotropy: Ultrasonic lab experiments and traveltime ramifications Jingjing Zong *, Robert Stewart and Nikolay Dyaur University of Houston Jingjing ong *, Robert Stewart and Nikolay Dyaur University of Houston Summary Salt plays an important role in the Gulf of Mexico and other areas of the world. In the previous laboratory measurements,

More information

Asymmetric source acoustic LWD for the improved formation shear velocity estimation SUMMARY INTRODUCTION

Asymmetric source acoustic LWD for the improved formation shear velocity estimation SUMMARY INTRODUCTION Asymmetric source acoustic LWD for the improved formation shear velocity estimation Tianrun Chen, Bing Wang, Zhenya Zhu and Dan Burns, ERL, Department of Earth, Atmospheric and Planetary Sciences, MIT

More information

SENSITIVITY ANALYSIS OF AMPLITUDE VARIATION WITH OFFSET (AVO) IN FRACTURED MEDIA

SENSITIVITY ANALYSIS OF AMPLITUDE VARIATION WITH OFFSET (AVO) IN FRACTURED MEDIA SENSITIVITY ANALYSIS OF AMPLITUDE VARIATION WITH OFFSET AVO) IN FRACTURED MEDIA Mary L. Krasovec, William L. Rodi, and M. Nafi Toksoz Earth Resources Laboratory Department of Earth, Atmospheric, and Planetary

More information

We Density/Porosity Versus Velocity of Overconsolidated Sands Derived from Experimental Compaction SUMMARY

We Density/Porosity Versus Velocity of Overconsolidated Sands Derived from Experimental Compaction SUMMARY We 6 Density/Porosity Versus Velocity of Overconsolidated Sands Derived from Experimental Compaction S. Narongsirikul* (University of Oslo), N.H. Mondol (University of Oslo and Norwegian Geotechnical Inst)

More information

Cold production footprints of heavy oil on time-lapse seismology: Lloydminster field, Alberta

Cold production footprints of heavy oil on time-lapse seismology: Lloydminster field, Alberta Cold production footprints of heavy oil on time-lapse seismology: Lloydminster field, Alberta Sandy Chen, Laurence R. Lines, Joan Embleton, P.F. Daley, and Larry Mayo * ABSTRACT The simultaneous extraction

More information

A New AVO Attribute for Hydrocarbon Prediction and Application to the Marmousi II Dataset*

A New AVO Attribute for Hydrocarbon Prediction and Application to the Marmousi II Dataset* A New AVO Attribute for Hydrocarbon Prediction and Application to the Marmousi II Dataset* Changcheng Liu 1 and Prasad Ghosh 2 Search and Discovery Article #41764 (2016) Posted January 25, 2016 *Adapted

More information

Determination of the Laminar, Structural and Disperse Shale Volumes Using a Joint Inversion of Conventional Logs*

Determination of the Laminar, Structural and Disperse Shale Volumes Using a Joint Inversion of Conventional Logs* Determination of the Laminar, Structural and Disperse Shale Volumes Using a Joint Inversion of Conventional Logs* Ambrosio Aquino-López 1, Aleksandr Mousatov 1, Mikhail Markov 1, and Elena Kazatchenko

More information

ERTH2020 Introduction to Geophysics The Seismic Method. 1. Basic Concepts in Seismology. 1.1 Seismic Wave Types

ERTH2020 Introduction to Geophysics The Seismic Method. 1. Basic Concepts in Seismology. 1.1 Seismic Wave Types ERTH2020 Introduction to Geophysics The Seismic Method 1. Basic Concepts in Seismology 1.1 Seismic Wave Types Existence of different wave types The existence of different seismic wave types can be understood

More information

Shear-wave propagation in rocks and other lossy media: An experimental study

Shear-wave propagation in rocks and other lossy media: An experimental study Shear-wave propagation in rocks and other lossy media: An experimental study M. V. M. S. Rao* and K. J. Prasanna Lakshmi National Geophysical Research Institute, Hyderabad 500 007, India Ultrasonic shear-wave

More information

Rock physics of a gas hydrate reservoir. Gas hydrates are solids composed of a hydrogen-bonded ROUND TABLE

Rock physics of a gas hydrate reservoir. Gas hydrates are solids composed of a hydrogen-bonded ROUND TABLE ROUND TABLE Rock physics of a gas hydrate reservoir JACK DVORKIN and AMOS NUR, Stanford University, California, U.S. RICHARD UDEN and TURHAN TANER, Rock Solid Images, Houston, Texas, U.S. Gas hydrates

More information

THE ROCK PHYSICS HANDBOOK

THE ROCK PHYSICS HANDBOOK THE ROCK PHYSICS HANDBOOK TOOLS FOR SEISMIC ANALYSIS IN POROUS MEDIA Gary Mavko Tapan Mukerji Jack Dvorkin Stanford University Stanford University Stanford University CAMBRIDGE UNIVERSITY PRESS CONTENTS

More information

SEG/San Antonio 2007 Annual Meeting SUMMARY DATA

SEG/San Antonio 2007 Annual Meeting SUMMARY DATA An experimental study of the dilation factor in sandstone under anisotropic stress conditions Arpita Pal-Bathija and Mike Batzle, Colorado School of Mines SUMMARY Dilation factor (R) is defined as the

More information

Modeling seismic wave propagation during fluid injection in a fractured network: Effects of pore fluid pressure on time-lapse seismic signatures

Modeling seismic wave propagation during fluid injection in a fractured network: Effects of pore fluid pressure on time-lapse seismic signatures Modeling seismic wave propagation during fluid injection in a fractured network: Effects of pore fluid pressure on time-lapse seismic signatures ENRU LIU, SERAFEIM VLASTOS, and XIANG-YANG LI, Edinburgh

More information

GEOPHYSICAL PROSPECTING: DYNAMIC RESERVOIR CHARACTERIZATION AND TIME-LAPSE MULTICOMPONENT SEISMOLOGY FOR RESERVOIR MONITORING UNESCO EOLSS

GEOPHYSICAL PROSPECTING: DYNAMIC RESERVOIR CHARACTERIZATION AND TIME-LAPSE MULTICOMPONENT SEISMOLOGY FOR RESERVOIR MONITORING UNESCO EOLSS GEOPHYSICAL PROSPECTING: DYNAMIC RESERVOIR CHARACTERIZATION AND TIME-LAPSE MULTICOMPONENT SEISMOLOGY FOR RESERVOIR MONITORING Steven L. Roche CGGVeritas, Multicomponent Processing & Technology Group Thomas

More information

LABORATORY OBSERVATIONS OF AN ADVANCING BOILING FRONT IN A POROUS MEDIUM AND CORRELATION TO SELF POTENTIAL MEASUREMENTS

LABORATORY OBSERVATIONS OF AN ADVANCING BOILING FRONT IN A POROUS MEDIUM AND CORRELATION TO SELF POTENTIAL MEASUREMENTS PROCEEDINGS, Twenty-Ninth Workshop on Geothermal Reservoir Engineering Stanford University, Stanford, California, January 26-28, 24 LABORATORY OBSERVATIONS OF AN ADVANCING BOILING FRONT IN A POROUS MEDIUM

More information

7.2.1 Seismic waves. Waves in a mass- spring system

7.2.1 Seismic waves. Waves in a mass- spring system 7..1 Seismic waves Waves in a mass- spring system Acoustic waves in a liquid or gas Seismic waves in a solid Surface waves Wavefronts, rays and geometrical attenuation Amplitude and energy Waves in a mass-

More information

An Introduction to Geophysical Exploration

An Introduction to Geophysical Exploration An Introduction to Geophysical Exploration Philip Kearey Department of Earth Sciences University of Bristol Michael Brooks Ty Newydd, City Near Cowbridge Vale of Glamorgan Ian Hill Department of Geology

More information

Frequency-Dependent Amplification of Unsaturated Surface Soil Layer

Frequency-Dependent Amplification of Unsaturated Surface Soil Layer Frequency-Dependent Amplification of Unsaturated Surface Soil Layer J. Yang, M.ASCE 1 Abstract: This paper presents a study of the amplification of SV waves obliquely incident on a surface soil layer overlying

More information

Application of Electroseismic Techniques to Geohydrological Investigations in Karoo Rocks

Application of Electroseismic Techniques to Geohydrological Investigations in Karoo Rocks Application of Electroseismic Techniques to Geohydrological Investigations in Karoo Rocks by Francois Daniel Fourie Submitted in fulfilment of the requirements for the degree of Doctor of Philosophy in

More information

ELECTROKINETIC GROUNDWATER EXPLORATION: A NEW GEOPHYSICAL TECHNIQUE

ELECTROKINETIC GROUNDWATER EXPLORATION: A NEW GEOPHYSICAL TECHNIQUE 181 ELECTROKINETIC GROUNDWATER EXPLORATION: A NEW GEOPHYSICAL TECHNIQUE Sukhyoun Kim, Graham Heinson & John Joseph CRC LEME, School of Earth and Environment Sciences, University of Adelaide, SA, 5005 ABSTRACT

More information

Water, Inertial Damping, and the Complex Shear Modulus

Water, Inertial Damping, and the Complex Shear Modulus Boise State University ScholarWorks CGISS Publications and Presentations Center for Geophysical Investigation of the Shallow Subsurface (CGISS) 1-1-2008 Water, Inertial Damping, and the Complex Shear Modulus

More information

Stress-induced transverse isotropy in rocks

Stress-induced transverse isotropy in rocks Stanford Exploration Project, Report 80, May 15, 2001, pages 1 318 Stress-induced transverse isotropy in rocks Lawrence M. Schwartz, 1 William F. Murphy, III, 1 and James G. Berryman 1 ABSTRACT The application

More information

Acquisition of Complete Acoustic Emission Amplitude Records during Rock Fracture Experiments

Acquisition of Complete Acoustic Emission Amplitude Records during Rock Fracture Experiments Acquisition of Complete Acoustic Emission Amplitude Records during Rock Fracture Experiments S.D. Goodfellow 1, J.W. Flynn 2, J.M. Reyes-Montes 2, M.H.B. Nasseri 1 and R.P. Young 1 1 Department of Civil

More information

EM FIELDS DUE TO THE ADVANCING CRACK INTRODUCTION. J s = ˆxL p

EM FIELDS DUE TO THE ADVANCING CRACK INTRODUCTION. J s = ˆxL p Electrokinetic Coupling in Hydraulic Fracture Propagation Nestor H Cuevas, University of California, Berkeley, James W. Rector, III, Lawrence Berkeley Laboratory, J. R. Moore, University of California,

More information

Differential Acoustic Resonance Spectroscopy Analysis of Fluids in Porous Media

Differential Acoustic Resonance Spectroscopy Analysis of Fluids in Porous Media http://ijopaar.com; 2016 Vol. 2(1); pp. 22-30 Differential Acoustic Resonance Spectroscopy Analysis of Fluids in Porous Media Dr.Mohammad Miyan Associate Professor, Department of Mathematics, Shia P.G.College,

More information

19 th INTERNATIONAL CONGRESS ON ACOUSTICS MADRID, 2-7 SEPTEMBER 2007

19 th INTERNATIONAL CONGRESS ON ACOUSTICS MADRID, 2-7 SEPTEMBER 2007 19 th INTERNATIONAL CONGRESS ON ACOUSTICS MADRID, 2-7 SEPTEMBER 2007 FREQUENCY DEPENDENCY AND ANISOTROPY OF THE ELASTIC CONSTANTS OF (NON-)POROUS MATERIALS AND THEIR INFLUENCE ON THE USAGE IN BUILDING

More information

Unjacketed bulk compressibility of sandstone in laboratory experiments. R. M. Makhnenko 1 and J. F. Labuz 1

Unjacketed bulk compressibility of sandstone in laboratory experiments. R. M. Makhnenko 1 and J. F. Labuz 1 481 Unjacketed bulk compressibility of sandstone in laboratory experiments R. M. Makhnenko 1 and J. F. Labuz 1 1 Department of Civil Engineering, University of Minnesota, Minneapolis, MN 55455; PH (612)

More information

Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar

Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Aspects of Earthquake Engineering 04 08 March, 2013 Seismic Waves

More information

ROCK PHYSICS DIAGNOSTICS OF NORTH SEA SANDS: LINK BETWEEN MICROSTRUCTURE AND SEISMIC PROPERTIES ABSTRACT

ROCK PHYSICS DIAGNOSTICS OF NORTH SEA SANDS: LINK BETWEEN MICROSTRUCTURE AND SEISMIC PROPERTIES ABSTRACT ROCK PHYSICS DIAGNOSTICS OF NORTH SEA SANDS: LINK BETWEEN MICROSTRUCTURE AND SEISMIC PROPERTIES PER AVSETH, JACK DVORKIN, AND GARY MAVKO Department of Geophysics, Stanford University, CA 94305-2215, USA

More information

Interface conditions for Biot s equations of poroelasticity Boris Gurevich The Geophysical Institute of Israel, P.O. Box 2286, Holon 58122, Israel

Interface conditions for Biot s equations of poroelasticity Boris Gurevich The Geophysical Institute of Israel, P.O. Box 2286, Holon 58122, Israel Interface conditions for Biot s equations of poroelasticity Boris Gurevich The Geophysical Institute of Israel, P.O. Box 2286, Holon 58122, Israel Michael Schoenberg Schlumberger-Doll Research, Old Quarry

More information

We Simultaneous Joint Inversion of Electromagnetic and Seismic Full-waveform Data - A Sensitivity Analysis to Biot Parameter

We Simultaneous Joint Inversion of Electromagnetic and Seismic Full-waveform Data - A Sensitivity Analysis to Biot Parameter We-09-04 Simultaneous Joint Inversion of Electromagnetic and Seismic Full-waveform Data - A Sensitivity Analysis to Biot Parameter J. Giraud* (WesternGeco Geosolutions), M. De Stefano (WesternGeco Geosolutions)

More information

PETROPHYSICAL STUDIES OF SANDSTONES UNDER TRUE-TRIAXIAL STRESS CONDITIONS

PETROPHYSICAL STUDIES OF SANDSTONES UNDER TRUE-TRIAXIAL STRESS CONDITIONS PETROPHYSICAL STUDIES OF SANDSTONES UNDER TRUE-TRIAXIAL STRESS CONDITIONS M.S. King, S.Al-Harthy * and X.D. Jing **, Centre for Petroleum Studies, Royal School of Mines Imperial College of Science, Technology

More information

Hydrocarbon Fluid Wave and it's resonance G.K. Batta*, D.S. Manral, G.V.J. Rao, and S.K. Basha, Oil India limited, India

Hydrocarbon Fluid Wave and it's resonance G.K. Batta*, D.S. Manral, G.V.J. Rao, and S.K. Basha, Oil India limited, India Hydrocarbon Fluid Wave and it's resonance G.K. Batta*, D.S. Manral, G.V.J. Rao, and S.K. Basha, Oil India limited, India gnangp@gmail.com Keywords Hydrocarbon fluid wave, seismic acoustic impedance, law

More information

Some consideration about fluid substitution without shear wave velocity Fuyong Yan*, De-Hua Han, Rock Physics Lab, University of Houston

Some consideration about fluid substitution without shear wave velocity Fuyong Yan*, De-Hua Han, Rock Physics Lab, University of Houston ain enu Some consideration about fluid substitution without shear wave velocity Fuyong Yan*, De-Hua Han, Rock Physics Lab, University of Houston Summary When S-wave velocity is absent, approximate Gassmann

More information

Seismic Sources. Seismic sources. Requirements; Principles; Onshore, offshore. Reading: Telford et al., Section 4.5 Sheriff and Geldart, Chapter 7

Seismic Sources. Seismic sources. Requirements; Principles; Onshore, offshore. Reading: Telford et al., Section 4.5 Sheriff and Geldart, Chapter 7 Seismic Sources Seismic sources Requirements; Principles; Onshore, offshore. Reading: Telford et al., Section 4.5 Sheriff and Geldart, Chapter 7 Seismic Source Localized region within which a sudden increase

More information

Four-D seismic monitoring: Blackfoot reservoir feasibility

Four-D seismic monitoring: Blackfoot reservoir feasibility Four-D seismic monitoring Four-D seismic monitoring: Blackfoot reservoir feasibility Laurence R. Bentley, John Zhang and Han-xing Lu ABSTRACT The Blackfoot reservoir has been analysed to determine the

More information

D scattering of obliquely incident Rayleigh waves by a saturated alluvial valley in a layered half-space

D scattering of obliquely incident Rayleigh waves by a saturated alluvial valley in a layered half-space 1842. 3-D scattering of obliquely incident Rayleigh waves by a saturated alluvial valley in a layered half-space Zhenning Ba 1, Jianwen Liang 2 Department of Civil Engineering, Tianjin University, Tianjin

More information

Downloaded 07/03/14 to Redistribution subject to SEG license or copyright; see Terms of Use at

Downloaded 07/03/14 to Redistribution subject to SEG license or copyright; see Terms of Use at Downloaded 07/03/14 to 129.237.143.21. Redistribution subject to SEG license or copyright; see Terms of Use at http://library.seg.org/ Rayleigh-wave diffractions due to a void in the layered half space

More information

Geophysics for Environmental and Geotechnical Applications

Geophysics for Environmental and Geotechnical Applications Geophysics for Environmental and Geotechnical Applications Dr. Katherine Grote University of Wisconsin Eau Claire Why Use Geophysics? Improve the quality of site characterization (higher resolution and

More information

Attenuation and dispersion

Attenuation and dispersion Attenuation and dispersion Mechanisms: Absorption (anelastic); Scattering (elastic). P- and S-wave, bulk and shear attenuation Mathematical descriptions Measurement Frequency dependence Velocity dispersion,

More information

On the study of elastic wave scattering and Rayleigh wave velocity measurement of concrete with steel bar

On the study of elastic wave scattering and Rayleigh wave velocity measurement of concrete with steel bar NDT&E International 33 (2000) 401 407 www.elsevier.com/locate/ndteint On the study of elastic wave scattering and Rayleigh wave velocity measurement of concrete with steel bar T.-T. Wu*, J.-H. Sun, J.-H.

More information

4D stress sensitivity of dry rock frame moduli: constraints from geomechanical integration

4D stress sensitivity of dry rock frame moduli: constraints from geomechanical integration Title 4D stress sensitivity of dry rock frame moduli: constraints from geomechanical integration Authors Bloomer, D., Ikon Science Asia Pacific Reynolds, S., Ikon Science Asia Pacific Pavlova, M., Origin

More information

Laboratory experiments and numerical simulation on Bitumen Saturated Carbonates: A Rock Physics Study for 4D Seismology

Laboratory experiments and numerical simulation on Bitumen Saturated Carbonates: A Rock Physics Study for 4D Seismology Laboratory experiments and numerical simulation on Bitumen Saturated Carbonates: A Rock Physics Study for 4D Seismology Arif Rabbani Jason Nycz* Zizhen Wong Doug Schmitt Ken Gray Department of Physics

More information

Electromagnetics in COMSOL Multiphysics is extended by add-on Modules

Electromagnetics in COMSOL Multiphysics is extended by add-on Modules AC/DC Module Electromagnetics in COMSOL Multiphysics is extended by add-on Modules 1) Start Here 2) Add Modules based upon your needs 3) Additional Modules extend the physics you can address 4) Interface

More information

ATTEMPT TO MEASURE VELOCITY AT LOW FREQUENCY BY MODIFIED TRI-AXIAL DESTRUCTIVE INSTRUMENT

ATTEMPT TO MEASURE VELOCITY AT LOW FREQUENCY BY MODIFIED TRI-AXIAL DESTRUCTIVE INSTRUMENT SCA2010-40 1/6 ATTEMPT TO MEASURE VELOCITY AT LOW FREQUENCY BY MODIFIED TRI-AXIAL DESTRUCTIVE INSTRUMENT Fumio Kono, Shigenobu Onozuka, Satoshi Izumotani and Naoyuki Shimoda Japan Oil, Gas and Metals National

More information

Downloaded 02/05/15 to Redistribution subject to SEG license or copyright; see Terms of Use at

Downloaded 02/05/15 to Redistribution subject to SEG license or copyright; see Terms of Use at Relationship among porosity, permeability, electrical and elastic properties Zair Hossain Alan J Cohen RSI, 2600 South Gessner Road, Houston, TX 77063, USA Summary Electrical resisivity is usually easier

More information

Measurement of streaming potential coupling coefficient in sandstones saturated with high salinity NaCl brine

Measurement of streaming potential coupling coefficient in sandstones saturated with high salinity NaCl brine GEOPHYSICAL RESEARCH LETTERS, VOL. 36, L21306, doi:10.1029/2009gl040549, 2009 Measurement of streaming potential coupling coefficient in sandstones saturated with high salinity NaCl brine M. Z. Jaafar,

More information

SENSITIVITY ANALYSIS OF THE PETROPHYSICAL PROPERTIES VARIATIONS ON THE SEISMIC RESPONSE OF A CO2 STORAGE SITE. Juan E. Santos

SENSITIVITY ANALYSIS OF THE PETROPHYSICAL PROPERTIES VARIATIONS ON THE SEISMIC RESPONSE OF A CO2 STORAGE SITE. Juan E. Santos SENSITIVITY ANALYSIS OF THE PETROPHYSICAL PROPERTIES VARIATIONS ON THE SEISMIC RESPONSE OF A CO2 STORAGE SITE Juan E. Santos Instituto del Gas y del Petróleo, Facultad de Ingeniería UBA and Department

More information

A study on the Variation of Streaming Potential Coefficient with Physical Parameters of Rocks

A study on the Variation of Streaming Potential Coefficient with Physical Parameters of Rocks VNU Journal o Science: Mathematics Physics, Vol. 33, No. 1 (2017) 60-68 A study on the Variation o Streaming Potential Coeicient with Physical Parameters o Rocks Luong Duy Thanh 1,*, Rudol Sprik 2 1 Thuy

More information

IDENTIFYING PATCHY SATURATION FROM WELL LOGS Short Note. / K s. + K f., G Dry. = G / ρ, (2)

IDENTIFYING PATCHY SATURATION FROM WELL LOGS Short Note. / K s. + K f., G Dry. = G / ρ, (2) IDENTIFYING PATCHY SATURATION FROM WELL LOGS Short Note JACK DVORKIN, DAN MOOS, JAMES PACKWOOD, AND AMOS NUR DEPARTMENT OF GEOPHYSICS, STANFORD UNIVERSITY January 5, 2001 INTRODUCTION Gassmann's (1951)

More information

Full waveform numerical simulations of seismoelectromagnetic wave conversions in fluid-saturated stratified porous media

Full waveform numerical simulations of seismoelectromagnetic wave conversions in fluid-saturated stratified porous media JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 107, NO. B7, 2148, 10.1029/2001JB000316, 2002 Full waveform numerical simulations of seismoelectromagnetic wave conversions in fluid-saturated stratified porous media

More information

NOTICE CONCERNING COPYRIGHT RESTRICTIONS

NOTICE CONCERNING COPYRIGHT RESTRICTIONS NOTICE CONCERNING COPYRIGHT RESTRICTIONS This document may contain copyrighted materials. These materials have been made available for use in research, teaching, and private study, but may not be used

More information

CHARACTERIZATION OF SATURATED POROUS ROCKS WITH OBLIQUELY DIPPING FRACTURES. Jiao Xue and Robert H. Tatham

CHARACTERIZATION OF SATURATED POROUS ROCKS WITH OBLIQUELY DIPPING FRACTURES. Jiao Xue and Robert H. Tatham CHARACTERIZATION OF SATURATED POROUS ROCS WITH OBLIQUELY DIPPING FRACTURES Jiao Xue and Robert H. Tatham Department of Geological Sciences The University of Texas at Austin ABSTRACT Elastic properties,

More information

Point of Zero Charge for Sandstone and Carbonate Rocks by Streaming Potential

Point of Zero Charge for Sandstone and Carbonate Rocks by Streaming Potential International Journal of Petroleum & Geoscience Engineering (IJPGE) 1 (2): 82-90, ISSN 2289-4713 Academic Research Online Publisher Research Article Point of Zero Charge for Sandstone and Carbonate Rocks

More information

ScienceDirect. Model-based assessment of seismic monitoring of CO 2 in a CCS project in Alberta, Canada, including a poroelastic approach

ScienceDirect. Model-based assessment of seismic monitoring of CO 2 in a CCS project in Alberta, Canada, including a poroelastic approach Available online at www.sciencedirect.com ScienceDirect Energy Procedia 63 (2014 ) 4305 4312 GHGT-12 Model-based assessment of seismic monitoring of CO 2 in a CCS project in Alberta, Canada, including

More information

First Field Test of NAPL Detection with High Resolution Borehole Seismic Imaging

First Field Test of NAPL Detection with High Resolution Borehole Seismic Imaging 1 First Field Test of NAPL Detection with High Resolution Borehole Seismic Imaging Jil T. Geller, John E. Peterson, Kenneth H. Williams, Jonathan B. Ajo!Franklin*, and Ernest L. Majer Earth Sciences Division,

More information

Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well

Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well Y. Zhou (Rock Solid Images), F. Ruiz (Repsol), M. Ellis*

More information

Full waveform inversion of shot gathers in terms of poro-elastic parameters

Full waveform inversion of shot gathers in terms of poro-elastic parameters Full waveform inversion of shot gathers in terms of poro-elastic parameters Louis De Barros, M. Dietrich To cite this version: Louis De Barros, M. Dietrich. Full waveform inversion of shot gathers in terms

More information

Use of Seismic and EM Data for Exploration, Appraisal and Reservoir Characterization

Use of Seismic and EM Data for Exploration, Appraisal and Reservoir Characterization Use of Seismic and EM Data for Exploration, Appraisal and Reservoir Characterization Anton Ziolkowski and Folke Engelmark Petroleum Geo-Services CSEG, Calgary, 6 May 2009 Outline Exploration, appraisal,

More information

SEG/New Orleans 2006 Annual Meeting

SEG/New Orleans 2006 Annual Meeting On the applicability of Gassmann model in carbonates Ravi Sharma*, Manika Prasad and Ganpat Surve (Indian Institute of Technology, Bombay), G C Katiyar (Third Eye Centre, Oil and Natural Gas Corporation

More information

Integrating rock physics and full elastic modeling for reservoir characterization Mosab Nasser and John B. Sinton*, Maersk Oil Houston Inc.

Integrating rock physics and full elastic modeling for reservoir characterization Mosab Nasser and John B. Sinton*, Maersk Oil Houston Inc. Integrating rock physics and full elastic modeling for reservoir characterization Mosab Nasser and John B. Sinton*, Maersk Oil Houston Inc. Summary Rock physics establishes the link between reservoir properties,

More information