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    Experimental Study on Nonlinear Flow in Granite Tensile and Shear Fractures

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012::page 04022241
    Author:
    Xiaopeng Su
    ,
    Honglian Li
    ,
    Jialiang Liu
    ,
    Zhonghui Shen
    ,
    Xiangyan Ren
    ,
    Lei Zhou
    DOI: 10.1061/(ASCE)GM.1943-5622.0002606
    Publisher: ASCE
    Abstract: Water flow experiments in single tensile and shear granite fractures were conducted to investigate the nonlinear flow behavior. Fracture geometry parameters based on single fracture wall (Rp, Z2, Z3, Z4, JRC) and two fracture walls (aperture distribution, cluster coefficient) were calculated and compared. The effect of these fracture geometry characteristics on nonlinear flow behavior was explored. Fracture transmissivity, critical Reynolds number, pressure gradient, and normalized transmissivity were analyzed in detail. The result shows that shear fracture geometry has the characteristics of higher mean aperture with higher standard deviation, more clustering contact, and rougher fracture surface. The shear to tensile fracture transmissivity ratio increases from 2.3 to around 370 with the increase of confining pressure from 2 to 60 MPa and the stress-dependence coefficient of shear fractures is close to 1/22 of tensile fractures. The critical pressure gradient increases as confining pressure, indicating that it requires a higher pressure gradient to drive the linear flow to nonlinear flow, namely, when the injection pressure gradient keeps unchanged, high confining pressure causes the nonlinear flow to turn to linear flow. The critical gradient of the shear fracture is 0.004–0.527 MPa/m on average, which is much lower than that of tensile fractures (0.011–26.862 MPa/m), meaning that a lower pressure gradient can drive the linear flow to nonlinear flow in a shear fracture. The average Forchheimer coefficient β for tensile fractures is 0.133, which is about half of the shear fracture (0.253). Regression analysis indicates that a linear relationship exists between β and the fracture geometry parameters (mean aperture η and cluster coefficient ς) and the correlation coefficient is about 0.925 and 0.920, respectively. Further investigation confirms the “weak inertial effect” with the (T0/T − 1)/Re data points falling in a straight line before the “strong inertial effect,” where the data points fall in an approximately horizontal line.
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      Experimental Study on Nonlinear Flow in Granite Tensile and Shear Fractures

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    contributor authorXiaopeng Su
    contributor authorHonglian Li
    contributor authorJialiang Liu
    contributor authorZhonghui Shen
    contributor authorXiangyan Ren
    contributor authorLei Zhou
    date accessioned2023-04-07T00:29:57Z
    date available2023-04-07T00:29:57Z
    date issued2022/12/01
    identifier other%28ASCE%29GM.1943-5622.0002606.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289150
    description abstractWater flow experiments in single tensile and shear granite fractures were conducted to investigate the nonlinear flow behavior. Fracture geometry parameters based on single fracture wall (Rp, Z2, Z3, Z4, JRC) and two fracture walls (aperture distribution, cluster coefficient) were calculated and compared. The effect of these fracture geometry characteristics on nonlinear flow behavior was explored. Fracture transmissivity, critical Reynolds number, pressure gradient, and normalized transmissivity were analyzed in detail. The result shows that shear fracture geometry has the characteristics of higher mean aperture with higher standard deviation, more clustering contact, and rougher fracture surface. The shear to tensile fracture transmissivity ratio increases from 2.3 to around 370 with the increase of confining pressure from 2 to 60 MPa and the stress-dependence coefficient of shear fractures is close to 1/22 of tensile fractures. The critical pressure gradient increases as confining pressure, indicating that it requires a higher pressure gradient to drive the linear flow to nonlinear flow, namely, when the injection pressure gradient keeps unchanged, high confining pressure causes the nonlinear flow to turn to linear flow. The critical gradient of the shear fracture is 0.004–0.527 MPa/m on average, which is much lower than that of tensile fractures (0.011–26.862 MPa/m), meaning that a lower pressure gradient can drive the linear flow to nonlinear flow in a shear fracture. The average Forchheimer coefficient β for tensile fractures is 0.133, which is about half of the shear fracture (0.253). Regression analysis indicates that a linear relationship exists between β and the fracture geometry parameters (mean aperture η and cluster coefficient ς) and the correlation coefficient is about 0.925 and 0.920, respectively. Further investigation confirms the “weak inertial effect” with the (T0/T − 1)/Re data points falling in a straight line before the “strong inertial effect,” where the data points fall in an approximately horizontal line.
    publisherASCE
    titleExperimental Study on Nonlinear Flow in Granite Tensile and Shear Fractures
    typeJournal Article
    journal volume22
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002606
    journal fristpage04022241
    journal lastpage04022241_24
    page24
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012
    contenttypeFulltext
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