Fault reactivation potential of an offshore CO2 storage site, Pohang Basin, South Korea

被引:26
作者
Lee, Hikweon [1 ]
Shinn, Young Jae [1 ]
Ong, See Hong [2 ]
Woo, Sang Woo [1 ]
Park, Kwon Gyu [1 ]
Lee, Tae Jong [1 ]
Moon, Seong Woo [3 ]
机构
[1] KIGAM, Geol Environm Div, 124 Gwahang No, Daejeon 305350, South Korea
[2] Baker Hughes, 2001 Rankin Rd, Houston, TX 77073 USA
[3] Chungbuk Natl Univ, Dept Earth & Environm Sci, Chungdae Ro 1, Cheongju 28644, Chungbuk, South Korea
关键词
Critical pressure perturbation; Fault reactivation; Geological CO2 sequestration; In-situ stress; Direct shear; Friction coefficient; FLUID-FLOW; BOREHOLE ELONGATION; STRESS ORIENTATION; FRICTION; FRACTURES; INJECTION; WELL; SLIP; SEQUESTRATION; DEFORMATION;
D O I
10.1016/j.petrol.2017.03.014
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
To estimate critical pore pressure perturbation (CPP) for evaluating the reactivation potential of faults existing within a pilot-scale offshore CO2 storage site, we used a semi-analytical solution in which poroelastic stressing caused by subsurface fluid injection was taken into account. CPP is defined as the difference between the initial reservoir pressure and the pressure in response to CO2 injection that results in the reactivation of a fault. Estimating the critical threshold pressure requires information about the fault configuration and friction coefficient, the orientation and magnitude of in -situ stresses, and the reservoir rock properties. The three-dimensional geometry of the faults was mapped by interpreting the seismic data obtained from the site. The friction coefficient was measured by running a set of direct shear tests on natural fault gouges obtained from a fault near the site. The pre-injection in -situ stress field was characterized by integrating data from core measurements on samples retrieved from an exploration borehole drilled at the pilot site, and from well logs and well tests carried out in neighboring boreholes. In -situ stress changes in response to CO2 injection were incorporated into the fault reactivation analysis that was performed using two friction coefficients mu=0.25 (lower bound) and mu=0.6 (upper bound). The results showed that CPP was similar to 3 MPa for mu=0.25 at the WF2 and EF3 faults, and similar to 10 MPa for mu=0.6 at the EF3 fault. However, the upper bound was reduced to a threshold pressure of similar to 6 MPa, above which horizontal hydraulic fracturing would occur in the reservoir. Therefore, the pressure increase allowed at the site ranged from 3 MPa to 6 MPa.
引用
收藏
页码:427 / 442
页数:16
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