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    Effect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author:
    B. Gao
    ,
    D. D. Pan
    ,
    Z. H. Xu
    ,
    L. W. Zhang
    ,
    S. L. Zhao
    DOI: 10.1061/(ASCE)GM.1943-5622.0001718
    Publisher: ASCE
    Abstract: A fractured rock mass was characterized by strong heterogeneity, discontinuity, and anisotropy. The study of flow in a fractured rock mass was a complex and challenging task. As the main seepage channels of a fractured rock mass, the fracture network was mainly affected by the fracture density, trace length, aperture, and direction angle. In this paper, the influence of fracture parameters on the permeability of the fracture network was studied by orthogonal experimental design and numerical modeling. A series of fracture networks were established to obtain seepage rules and permeability. The results showed that the increase in fracture density, trace length, and aperture increased the permeability of the model and that the fracture direction angle affected the pressure gradient and the anisotropy of the seepage in the model. The sensitivity of effective parameters on the discrete fracture network permeability performance was obtained. The influence factors of K1 were density, trace length, aperture, and direction angle in that order. The influence factors of K2 were direction angle, density, aperture, and trace length, in that order. The influence factors of K1/K2 were direction angle and density, aperture, and trace length in that order. These results could be used for parameter adjustment of fracture network modeling and determining the complex seepage characteristics in naturally fractured reservoirs.
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      Effect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268705
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    • International Journal of Geomechanics

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    contributor authorB. Gao
    contributor authorD. D. Pan
    contributor authorZ. H. Xu
    contributor authorL. W. Zhang
    contributor authorS. L. Zhao
    date accessioned2022-01-30T21:42:32Z
    date available2022-01-30T21:42:32Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001718.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268705
    description abstractA fractured rock mass was characterized by strong heterogeneity, discontinuity, and anisotropy. The study of flow in a fractured rock mass was a complex and challenging task. As the main seepage channels of a fractured rock mass, the fracture network was mainly affected by the fracture density, trace length, aperture, and direction angle. In this paper, the influence of fracture parameters on the permeability of the fracture network was studied by orthogonal experimental design and numerical modeling. A series of fracture networks were established to obtain seepage rules and permeability. The results showed that the increase in fracture density, trace length, and aperture increased the permeability of the model and that the fracture direction angle affected the pressure gradient and the anisotropy of the seepage in the model. The sensitivity of effective parameters on the discrete fracture network permeability performance was obtained. The influence factors of K1 were density, trace length, aperture, and direction angle in that order. The influence factors of K2 were direction angle, density, aperture, and trace length, in that order. The influence factors of K1/K2 were direction angle and density, aperture, and trace length in that order. These results could be used for parameter adjustment of fracture network modeling and determining the complex seepage characteristics in naturally fractured reservoirs.
    publisherASCE
    titleEffect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks
    typeJournal Paper
    journal volume20
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001718
    page20
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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