Geophysical Monitoring for Geologic Carbon Storage. Группа авторов
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alt="Schematic illustration of examples of experimentally measured frequency response functions (circles) for longitudinal (E mode) and torsional (G mode) resonances for dry Carbon Tan number 1 core."/>
Figure 5.3 Examples of experimentally measured frequency response functions (circles) for longitudinal (E mode) and torsional (G mode) resonances for dry Carbon Tan #1 core. Response functions computed for the elastic moduli and attenuations determined by the inversion are also shown in solid curves for comparison: (a) Amplitude frequency response functions and (b) phase frequency response functions.
5.3. EXPERIMENTAL RESULTS
5.3.1. Dry‐Sample Tests
The E,G, a E , and a G inverted from measured resonances are presented in Figure 5.4. We do not compute P‐wave and S‐wave velocities and attenuation from these results, because a fractured sample is inherently anisotropic. Generally, the moduli of the samples increased nonlinearly with the applied stress, while the attenuations decreased.
From Figure 5.4a (Carbon Tan #1 core), a mated fracture (Frac I) had only a small effect on the Young's and shear moduli changes compared with an intact sample. In contrast, both moduli of the samples with a sheared fracture (Frac Ib, Frac Ic) were reduced more significantly. The reductions in the Young’s modulus were rather unexpected. We suspect that a slight mismatch between the lengths of the sheared two halves of the core may have caused imperfect mechanical coupling between the sample and the metal resonant bars, in spite of the use of soft metal foils at all relevant interfaces. Attenuations were generally small (~0.5%) except for the sheared and shortened Frac Ic sample (Fig. 5.4c). During a postexperiment examination, we recognized a small intrusion of the plastic jacket into the fracture, caused by the high confining stress. Possible large local dynamic strain of the intruded jacket may have contributed to anomalously large energy dissipation.
For the fractured Carbon Tan #2 core, the reduction in the Young's modulus was more prominent than the Carbon Tan #1 core because of the large compliance of the fracture perpendicular to the core axis (Fig. 5.4b). (Note that the larger reductions in the shear moduli of the samples Frac Ib and Frac Ic compared with Frac IIb and Frac IIc are attributed to the decreases in the torsional rigidity of the sample by the core‐parallel fracture, and maybe to imperfect sample interfaces.) Attenuation for this core showed a similar trend as Carbon Tan #1, decreasing monotonically with increasing confining stress (Fig. 5.4d).
Figure 5.4 Young's modulus E and shear modulus G and their attenuations determined from SHRB tests during initial dry loading tests on Carbon Tan sandstone cores. Note that dry measurements for Frac Id case are not shown. Also note that several cycles were performed for each sample, resulting in small hysteresis between the loading and unloading cycles of the tests (not indicated in the figures). (a) Carbon Tan #1 elastic moduli; (b) Carbon Tan #2 elastic moduli; (c) Carbon Tan #1 attenuations; (d) Carbon Tan #2 attenuations.
Figure 5.5 Young's modulus and related attenuations determined from SHRB tests during scCO2 injection experiments on Carbon Tan sandstone cores: (a) Carbon Tan #1 elastic moduli; (b) Carbon Tan #2 elastic moduli; (c) Carbon Tan #1 attenuations; (d) Carbon Tan #2 attenuations.
5.3.2. scCO2 Injection Tests
Seismic Responses
During our scCO2 injection tests, measured resonance frequencies were mostly in the range of 1.4–1.5 kHz for the longitudinal (Young's modulus) mode, and 780–930 Hz for the torsion (Shear modulus) mode. Young's modulus and related attenuation during scCO2 injection determined from the resonances are shown in Figure 5.5. For both core‐parallel (Carbon Tan #1 core) and core‐perpendicular (Carbon Tan #2 core) fracture cases, intact cores (Intact I and II) and the core with the mated fracture (Frac Ia) showed similar trends: monotonically decreasing Young's modulus with increasing CO2 saturation, and concomitant increasing attenuation with a rather poorly defined maximum. Core #2 showed less overall changes than Core #1, however, with smaller final scCO2 saturation of the pore space (Core #1: 25%–26%; Core #2: ~18%). X‐ray CT images of scCO2 invasion into the core (presented in section 5.3.2.2) indicate this may be attributed to different porosity distribution and bedding structure in the samples.
Frac Ib, Ic, and Id samples containing core‐parallel, sheared fractures (average aperture 0.54 mm, determined from X‐ray CT images) showed much smaller Young's and shear moduli than the intact core, which, interestingly, did not change during scCO2 injection. In contrast, attenuation increased monotonically until scCO2 broke through the core. The final scCO2 saturation was much smaller (7%–9.5%) than for the intact core, because of the fast‐passing effect of the open, permeable fracture.
For the samples Frac IIa and Frac IIb containing core‐perpendicular, sheared fractures (average aperture 0.26 mm), Young's modulus showed similar behavior as the intact sample, decreasing monotonically as scCO2 saturation increased. (Note that Frac IIa shows much smaller final scCO2 saturation compared with the core‐parallel cases and the Frac IIb, because the scCO2 fast passed along the Mylar layer.) However, upon close examination, the changes in the modulus exhibited more complexity. Unlike the intact sample's Young's modulus, which showed the most rapid changes at the beginning of the scCO2 injection (saturation <~10%), the Young's modulus of the fractured samples dropped most quickly at intermediate scCO2 saturations. Such differences in the behavior were even more prominent for the attenuation: in contrast to the smooth and more‐or‐less monotonic changes for the intact sample, the fractured samples showed a sharp peak in the attenuation followed by an abrupt decrease, and subsequent gradual increases.
Compared with the changes in the Young's modulus during the scCO2 injection, shear modulus and its related attenuation were largely unchanged during the experiment (Fig. 5.6).
This indicates that the observed changes in the Young's modulus are attributed to the mechanical, poroelastic effect, rather than changes in the rock's mineral properties caused by chemical interactions with the injected scCO2.
Fluid Phase Distribution
Saturation of the pore space by scCO2 was determined by obtaining CT images of the cores for (1) initial dry state (pore space filled with air), (2) water‐saturated state, and (3) partially scCO2 saturated state. Knowing the densities of the fluids contained in the pore space, the average scCO2 saturation within