GAO Shuai, WEI Ning, LI Xiao-chun, et al. Effect of layered heterogeneity on CO2 migration and leakage mechanism in the cap rock[J]. 2017, 38(11): 3287-3294.
DOI:
GAO Shuai, WEI Ning, LI Xiao-chun, et al. Effect of layered heterogeneity on CO2 migration and leakage mechanism in the cap rock[J]. 2017, 38(11): 3287-3294.DOI: 10.16285/j.rsm.2017.11.026.
Effect of layered heterogeneity on CO2 migration and leakage mechanism in the cap rock
The sealing ability of cap rock has a critical influence on the storage capacity
economy
and security in CO2 geological storage project. Due to the obvious characteristic of layered heterogeneity of the cap rock
it directly affects the migration and leakage process of CO2 in the cap rock. As a result
the cap rock sealing ability is also affected. Currently
the effect of isotropic heterogeneity on the sealing ability of cap rock was studied in the literature. However
the effect of layered heterogeneity has not been investigated yet. In this study
the homogeneous
non-layered heterogeneous and layered heterogeneous models were separately established by considering the different spatial distribution of porosity
permeability and capillary pressure of cap rock. Under consistent CO2 injection conditions
numerical simulations were conducted using these three models to comparatively study the whole leaking process of CO2 entering
migrating and breakthrough all over the cap rock by using TOUGH2. Results revealed that the distributions of free CO2 saturation in the cap rock agreed with the spatial distributions of porosity and permeability among the models. In contrast with the homogeneous model
non-layered heterogeneity accelerated the CO2 migration
whereas layered heterogeneity slowed down CO2 migration in the cap rock
and increased the period of CO2 breaking through the cap rock. Compared with the homogeneous and non-layered heterogeneous models
layered heterogeneous model greatly decreased the leakage rate and total leakage amount of CO2 after the breakthrough of CO2. At last
limitations on the geological modelling were addressed. Hence
the research results provide helpful guidance for more objective and quantificational evaluation on CO2 migration and leakage through the cap rock.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology