Geophysical Monitoring for Geologic Carbon Storage. Группа авторов

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Geophysical Monitoring for Geologic Carbon Storage - Группа авторов


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Xue et al. (2005) conducted similar tests on a sandstone core initially filled with water. Shi et al (2007) also conducted tomographic measurement on an initially water‐filled core so that the distribution of the CO2 within was imaged. Siggins (2006) conducted measurements using both gaseous and liquid CO2 injected in synthetic and natural sandstones. The experimental results indicated a tendency to match Gassmann model predictions at high effective stresses, but the agreement varied depending on rock types.

      In this laboratory study, we examined changes in dynamic elastic moduli and attenuations related to compressional and shear (torsion) waves during scCO2 injection into sandstone core samples. In the following, we will first describe an experimental setup (a modified resonant bar test system), which allows us to conduct laboratory seismic measurements at frequencies of 1–2 kHz, close to the frequencies used for monitoring of scCO2 injection in the field via crosshole tomography (e.g., Ajo‐Franklin et al, 2013). Subsequently, we will present observed changes in the seismic properties of several fractured rock samples during scCO2 injection tests, with concurrently determined distribution and saturation of the scCO2 in the samples via X‐ray CT imaging. Finally, we will discuss correlations between the changes in the seismic properties and the orientation of the fracture with respect to the scCO2 migration (which is coincidental to the wave propagation direction) as well as scCO2 saturation and distribution within the porous, fractured rock.

      5.2.1. Split‐Hopkinson Resonant Bar (SHRB)

      The longitudinal piezoceramic source is a single disk, and the torsion source is a group of four pie‐shaped laterally polarized shear piezoelectric slabs. Both are made of Type 5600 Navy V piezoceramics (Channel Industries). These sources are driven selectively to introduce a desired mode of vibration in the sample. At the opposite end of the other steel rod, miniature accelerometers (PCB Piezotronics, 352A24) are attached to measure the resulting vibrations. The longitudinal motion is measured by an axial accelerometer, and the torsion motion by a pair of accelerometers oriented in the tangential directions, in diametrically opposing locations. The torsion vibrations are measured by subtracting the output from one of the torsion sensors from the output of the other, resulting in cancellation of electrical noise and unwanted flexural motions contaminating the measurements. During the experiments presented in this paper, the source amplitude was adjusted so that the strains induced in the samples at resonance were in the 10–6 to 10–7 range to reduce possible nonlinear effects.

      To ensure good mechanical coupling, the surfaces of the steel bars and the sample are polished flat, then a thin (30 μm) lead foil disk is placed on the interfaces. These disks are cut with a cross‐shaped pattern at the center to allow distribution of the pore fluid along the interface. With these preparations, typically 3–4 MPa of effective confining stress is sufficient to reduce the additional compliance introduced by the interface to a negligible level. The jacket is made of heat‐shrink PVC, with a thickness ranging from 150 μm to 500 μm. With appropriately machined smooth sample surfaces and with application of sufficient effective confining stress (>~1 MPa), this results in good seal at the jacket‐sample interface.

Schematic illustration of split-Hopkinson Resonant Bar.

      5.2.2. Experimental Procedures


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