• 中国出版政府奖提名奖

    中国百强科技报刊

    湖北出版政府奖

    中国高校百佳科技期刊

    中国最美期刊

    Volume 27 Issue 1
    Jan.  2002
    Turn off MathJax
    Article Contents
    Wang Mingyu, Chen Jingsong, Wan Li, 2002. Groundwater (Fluid) Flow Modeling in Fractured Rocks via Discrete Fracture Fluid Flow Approach. Earth Science, 27(1): 90-96.
    Citation: Wang Mingyu, Chen Jingsong, Wan Li, 2002. Groundwater (Fluid) Flow Modeling in Fractured Rocks via Discrete Fracture Fluid Flow Approach. Earth Science, 27(1): 90-96.

    Groundwater (Fluid) Flow Modeling in Fractured Rocks via Discrete Fracture Fluid Flow Approach

    • Received Date: 2001-04-23
    • Publish Date: 2002-01-25
    • The continuum approach in fluid flow modeling can generally be applied to porous geological media, but has limited applicability for fractured rocks. With the presence of a complex fracture network pattern and the fluid flow restricted mainly to the fractures, the porous media assumption does not adequately describe the flow behavior in the fractured rocks. A discrete fracture flow model has the capability not only in capturing inhomogeneity and anisotropy, but also in estimating representative elementary volume (REV) and determining hydraulic conductivity tensor for fractured rocks. In this paper, the following sub topics were discussed: (a) general discrete fracture fluid flow modeling for saturated fractured geologic media; (b) determinations of REV and hydraulic conductivity tensor for fractured rocks using a discrete fracture network fluid flow model; (c) investigations of fracture orientation effect on the hydraulic conductivity and REV using a discrete fracture network fluid flow model, and (d) the ways to treat major fractures vs. minor fractures in the 2D and 3D discrete fracture fluid flow models. The results from this investigation indicate that a discrete fracture flow model could be used to evaluate the hydraulic properties at different scales. In addition, the orientation of fractures plays an important role in determining the hydraulic behaviors in fractured rocks. Furthermore, various conceptual fluid flow models are presented to reflect the different flow features of both minor and major fractures identified in fractured rock masses.

       

    • loading
    • [1]
      Hsieh P A, Neuman S P. Field determination of the three-dimensional hydraulic conductivity tensor of anisotropic media, 1, Theory[J]. Water Resources Research, 1985, 21(11): 1655-1665. doi: 10.1029/WR021i011p01655
      [2]
      Hsieh P A, Neuman S P, Stiles G K, et al. Field determination of the three-dimensional hydraulic conductivity tensor of anisotropic media, 2, methodology and application to fractured rocks[J]. Water Resources Research, 1985, 21(11): 1667-1676. doi: 10.1029/WR021i011p01667
      [3]
      Kanatani K. Distribution of directional data and fabric tensors[J]. Int J Engrg Sci, 1984, 22(2): 149-164. doi: 10.1016/0020-7225(84)90090-9
      [4]
      Kulatilake P H S W, Wang M, Um J, et al. Software package for FRACNTWK—a computer package to model discontinuity geometry in rock masses[CP]. Submitted to Metropolitan Water District of Southern California, Los Angeles, CA, 90071-3123, USA.
      [5]
      Kulatilake P H S W, Wathugala D N, Stephansson O. Joint network modeling with a validation exercise in Stripa Mine, Sweden[J]. Int J Rock Mech Min Sci & Geomech Abstr, 1993, 30(5): 503-526.
      [6]
      Oda M. Permeability tensor for discontinuous rock masses [J]. Geotechnique, 1985, 35(4): 483-495. doi: 10.1680/geot.1985.35.4.483
      [7]
      Panda B B, Kulatilake P HS W. Influence of discontinuity geometry parameters and transmissivity on hydraulic behavior of discontinuous rock[J]. Jour of Engrg Mech, 1999, 125(1): 41-50. doi: 10.1061/(ASCE)0733-9399(1999)125:1(41)
      [8]
      Panda B B, Kulatilake P HS W. Relations between fracture tensor parameters and permeability tensor parameters for discontinuous rock[J]. Jour of Engrg Mech, 1999, 125(1): 51-59. doi: 10.1061/(ASCE)0733-9399(1999)125:1(51)
      [9]
      Wang M, Kulatilake P H S W, Um J. Estimation of REV size and three-dimensional hydraulic conductivity tensor for a rock mass through discrete fracture fluid flow modeling[A]. In: Girard J, Liebman M, Breeds C, et al. Proceedings of 38th U.S. Rock Mechanics Symposium[C]. Washington, DC, USA: Balkema A A/Rotterdam/Brookfield, 2001.
      [10]
      Wang M, Kulatilake P H S W, Panda B, et al. Groundwater resources evaluation case study via fracture fluid flow modeling[J]. An International Journal: Engineering Geology, 2001, 62(4): 267-291. doi: 10.1016/S0013-7952(01)00029-1
      [11]
      Wang M. Investigation of hydraulic behaviors for fluid flow in fractured rocks based on fracture geometry parameters[J]. American Geophysical Union, 2000, 81 (48): 409.
      [12]
      Wang M, Kulatilake P H S W. Discrete fracture fluid flow simulation of pumping testsin a fractured rock mass [A]. Proceedings of the Fourth North American Mechanics Symposium[C]. Seattle, Washington, USA: American Rock Mechanics Association, 2000. 831-839.
      [13]
      Wang M. Discrete fracture fluid flow modeling and field applications in fractured rocks[D]. Tucson, Arizona, USA: The University of Arizona, 2000. 303.
    • 加载中

    Catalog

      通讯作者: 陈斌, bchen63@163.com
      • 1. 

        沈阳化工大学材料科学与工程学院 沈阳 110142

      1. 本站搜索
      2. 百度学术搜索
      3. 万方数据库搜索
      4. CNKI搜索

      Figures(3)  / Tables(1)

      Article views (4026) PDF downloads(18) Cited by()
      Proportional views

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return