Abstract

Geological sequestration (GS) of carbon dioxide (CO2) is considered as one of the most promising technologies to reduce the amount of anthropogenic CO2 emission in the atmosphere. To ensure success of CO2 GS, monitoring is essential on ascertaining movement, volumes and locations of injected CO2 in the sequestration reservoir. One technique is to use time-lapsed seismic survey mapping to provide spatial distribution of seismic wave velocity as an indicator of CO2 migration and volumes in a storage reservoir with time. To examine the use of time-lapsed seismic survey mapping as a monitoring tool for CO2 sequestration, this paper presents mathematical and experimental studies of the effects of supercritical CO2 injection on the seismic velocity of sandstone initially saturated with saline water. The mathematical model is based on poroelasticity theory, particularly the application of the Biot-Gassmann substitution theory in the modeling of the acoustic velocity of porous rocks containing two-phase immiscible pore fluids. The experimental study uses a high pressure and high temperature triaxial cell to clarify the seismic response of a sample of Berea sandstone to supercritical CO2 injection under deep saline aquifer conditions. Measured ultrasonic wave velocity changes during CO2 injection in the sandstone sample show the effects of pore fluid distribution in the seismic velocity of porous rocks. CO2 injection was shown to decrease the P-wave velocity with increasing CO2 saturation whereas the S-wave velocity was almost constant. The results confirm that the Biot-Gassmann theory can be used to model the changes in the acoustic P-wave velocity of sandstone containing different mixtures of supercritical CO2 and saline water provided the distribution of the two fluids in the sandstone pore space is accounted for in the calculation of the pore fluid bulk modulus. The empirical relation of Brie et al. for the bulk modulus of mixtures of two-phase immiscible fluids, in combination with the Biot-Gassmann theory, was found to satisfactorily represent the pore-fluid dependent acoustic P-wave velocity of sandstone.

Highlights

  • There has been increasing evidence that anthropogenic release of carbon dioxide (CO2) in the atmosphere has been one of the main causes of changes in global weather patterns

  • To examine the use of time-lapsed seismic survey mapping as a monitoring tool for CO2 sequestration, this paper presents mathematical and experimental studies of the effects of supercritical CO2 injection on the seismic velocity of sandstone initially saturated with saline water

  • The results confirm that the Biot-Gassmann theory can be used to model the changes in the acoustic P-wave velocity of sandstone containing different mixtures of supercritical CO2 and saline water provided the distribution of the two fluids in the sandstone pore space is accounted for in the calculation of the pore fluid bulk modulus

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Summary

Introduction

There has been increasing evidence that anthropogenic release of carbon dioxide (CO2) in the atmosphere has been one of the main causes of changes in global weather patterns. Site integrity is expected to increase as the formation gets mineralized by geochemical interactions between CO2 and the host rock Such as induced seismic activity, deterioration of the capping and sealing properties of the cap rock layers, opening of fractures, and shear failure of faults resulting in leakage of CO2 in water aquifers or to the atmosphere [4]. Drilling observation wells is expensive, time consuming, provides only limited data which may not fully represent in situ conditions, and has the risk of deteriorating the sealing capacity of the cap rock [1] Indirect geophysical methods such as seismic and electric resistivity surveys can be used for economical, largescale field underground fluid monitoring. The end caps of the core holder are equipped with piezoelectric transducers to characterize ultrasonic wave velocity response of the rock core sample

Biot-Gassmann Theory
Laboratory Testing Equipment
Test Material and Procedures
Test Results and Discussions
Conclusion
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