Geophysical Monitoring for Geologic Carbon Storage. Группа авторов
Читать онлайн книгу.Baseline EndFraction tau Subscript n Baseline tilde 1 slash left-parenthesis StartFraction h Over eta Subscript upper D Baseline upper K Subscript f Baseline EndFraction plus 1 right-parenthesis tau Subscript n Baseline identical-to StartFraction upper B Superscript upper F Baseline Over 3 EndFraction tau Subscript n Baseline comma"/>
where we used α F ~ 1 and η M ~ φ F /K f , and φ F ~ 1.
The resulting uniaxial Skempton coefficients B/3 and B F /3 are plotted in Figure 5.11 for a range of scCO2 saturation within the matrix rock and the frac ture. At the initial stage (the fracture and matrix pores are fully water saturated), there is a large difference in the uniaxial Skempton coefficient values, which would result in rapid fluid exchange and energy dissipation. At the intermediate stage, fast passing of scCO2 results in large increases in the scCO2 saturation in the fracture (50% is assumed here) compared with the matrix (0% is assumed). This results in much smaller differences in the Skempton parameters, which indicates much less energy loss from the fluid movement. At the final stage (scCO2 saturations of the fracture 83%, matrix 16.5% [calculated from the saturation of the entire core, 17.5%]), the difference becomes somewhat larger, although much less than the initial stage. Although admittedly this analysis ignores the dynamic effect of fluid flow between a fracture and a matrix, it indicates that the fluid‐substitution‐induced changes in the dynamic pore pressure differences may be responsible for the observed unusual behavior of the dynamic Young's modulus and the attenuation.
Figure 5.11 Changes in the uniaxial Skempton coefficients B/3 and BF/3 during Frac IIb scCO2 injection test. The difference between the fracture and the matrix is proportional to the wave‐induced pressures between them if the fluid within the pores and the fracture is not allowed to move. A large difference at the initial water‐saturated state reduces when the scCO2 saturation of the fracture increases by fast passing of the fluid to the fracture (here, the matrix scCO2 saturation is assumed to be unaffected). In the final stage, the difference between the coefficients recovers to some degree.
When the two mechanisms (near‐monotonic decreases in the modulus and increases in attenuation from the heterogeneous invasion of scCO2 in the matrix, and nonmonotonic changes in the modulus and attenuation from interactions between the matrix and the fracture) are combined, the observed complex behavior of the sample's dynamic properties can be explained. However, dynamic poroelastic modeling of the scCO2‐invasion‐induced dynamic rock property changes would be needed for their quantitative validation.
5.5. CONCLUSIONS
In this chapter, we presented a series of laboratory experiments on the seismic property changes of fractured Carbon Tan sandstone cores during supercritical CO2 injection. The use of a modified resonant bar technique (Split‐Hopkinson Resonant Bar method) allowed us to make the measurements at crosshole seismic survey frequencies, at approximately 1.4–1.5 kHz for longitudinal waves (or Young's modulus) and 800–900 Hz for torsional waves (or shear modulus). Evolving distributions of water and scCO2 in the samples were also determined via X‐ray CT imaging.
The experiments showed that CO2 injection resulted in little to no changes in the overall Young's modulus of the sample when the fracture was highly compliant and parallel to the core axis. In contrast, samples containing a core‐perpendicular fracture exhibited large decreases in the Young's modulus, particularly when the leading edge of the invading scCO2 reached the fracture by fast passing along high‐permeability features in the sample. In both cases, large increases in the attenuation were observed. However, the attenuation in the latter samples showed a sudden decrease when the scCO2 reached the fracture, corresponding to the maximum rate of decrease in the Young's modulus.
In our experiments, the pressure diffusion length in water‐saturated, intact rock matrix was a little over 1 cm, and the diameter and the length of the core sample were 3.8 cm and ~10 cm, respectively. This indicates that the fluid‐substitution‐induced changes in the rock's bulk modulus occurred locally within the sample, unless the wave‐induced perturbation of the fluid pressure could propagate along a high‐permeability fracture. We observed the Young’s modulus of a sample with a core‐parallel fracture was insensitive to scCO2 injection. An analysis using a simple, isotropic Gassmann model showed this was possibly attributed to the large (drained) normal fracture compliance, combined with the equalization of the wave‐induced fluid pressure throughout the core, which was facilitated by the fracture. In contrast, the nonmonotonic changes in both Young's modulus and attenuation for the sample containing a core‐perpendicular fracture cannot be explained by the Gassmann model which assumes uniform pressure within the core. For this sample, because the length of the sample (and the separation distance between the fracture and the sample interfaces) far exceeded the pressure diffusion length, the effect of the fracture on the fluid substitution was seen only when the scCO2 arrived at the fracture.
The laboratory‐observed changes in seismic velocity and attenuation during scCO2 injection were strongly dependent upon the orientation of the fractures. Particularly, there is an indication that preferential saturation of a fracture by scCO2, oriented perpendicular to the compressional wave direction, can result in sudden decreases in the seismic velocity and attenuation. Because fracture orientation has a dominant effect on the migration of scCO2 and its saturation in reservoir rock, the observed changes can be used for improved assessment of the scCO2's behavior from seismic measurements. Caution must be used in their applications, however, because the pressure diffusion length in reservoir rock is often very short even at the surface seismic exploration frequencies, limiting some of the laboratory‐observed fluid‐substitution‐induced changes in the rock properties (seismic properties) to a small volume around the fractures. Additionally, observed changes in seismic waves in the field are averaged over the effects from multiple fractures with different mechanical properties and orientations.
ACKNOWLEDGMENTS
Initial experimental work in this research was supported by the Assistant Secretary for Fossil Energy, Office of Natural Gas and Petroleum Technology, CSRP Program, through the National Energy Technology Laboratory. Additional experiments (Frac IIb test) and the rock‐physics analyses were supported by the Office of Science, Office of Basic Energy Sciences, Division of Chemical Sciences of the U.S. Department of Energy, under the U.S. DOE Contract No. DE‐AC02‐05CH11231.
REFERENCES
1 Ajo‐Franklin, J. B., Peterson, J., Doetsch, J., & Daley, T. M. (2013). High‐resolution characterization of a CO2 plume using crosswell seismic tomography: Cranfield, MS, USA. International Journal of Greenhouse Gas Control, 18, 497–509.
2 Aki, K., & Richards, P. G. (1980). Quantitative seismology, Vol. I: Theory and methods. W H Freeman & Co.
3 Azuma, H., Konishi, C., & Xue, Z. (2013). Introduction and application of the modified patchy saturation model for evaluating CO2 saturation by seismic velocity. Energy Procedia, 37, 4024–4032. https://doi.org/10.1016/j.egypro.2013.06.302
4 Brajanovski, M., Gurevich, B., & Schoenberg, M. (2005). A model for P‐wave attenuation and dispersion in a porous medium permeated by aligned fractures. Geophysical Journal International, 163, 372–384.
5 Cadoret, T., Marion, D., & Zinszner, B. (1995). Influence of frequency and fluid distribution on elastic wave velocities in partially saturated limestones. Journal of Geophysical