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非连续裂隙网络管状渗流模型及其校正 被引量:19

CHANNEL MODEL FOR FLUID FLOW IN DISCRETE FRACTURE NETWORK AND ITS MODIFICATION
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摘要 模拟一个野外实际入渗试验的岩体裂隙网络的渗流。在建立渗流模型时,首先产生圆盘形三维裂隙网络,然后令圆盘形裂隙网络退化为三维空间上的管状网络。管元的直径通过模型校正的办法确定,即通过优化方法寻找适当的管元直径,使计算的渗流试验排泄流值能够满意地拟合实测值。由于不可能校正每个管元直径,所以假设在一组裂隙内管元直径服从对数正态分布,这样渗流模型校正参数为每组裂隙管元直径的平均值和标准差。为验证模型的稳定性,通过重复实现产生20个裂隙网络,这20个随机裂隙网络的平均流量与实测值之间的误差为6%。 The fluid flow of an actual infiltration experiment performed in fractured rocks is simulated with channel flow model. When building the flow model, a network of disc-shaped fractures is constructed with inverse method firstly. Then, after the removal of unconnected fractures(isolated fracture or fracture clusters not linked to the infinite cluster), the fracture network is simplified to a network consisting of channels in three-dimensional space. When constructing the channel network, for each disc-shaped fracture in the network, nodes are designed at the centers of its intersections with other fractures and the center of the fracture-disc; and each node at intersection-centers is connected to the node at disc center by a channel. The diameters of the channels are modified with observed discharge data. This is a process to modify guessed input channel diameters over likely ranges of values until a satisfactory match between the simulated and observed discharges for the infiltration experiment is obtained. It is impractical to modify the diameter of each individual channel. Consequently, it is assumed that, within a given fracture, the diameters of channels follow the lognormal distribution, so, only the mean and standard deviation of the channel diameters for each fracture set are corrected. To validate the stability of the model, 20 fracture networks are generated and the flow in them are investigated. The difference between the measured and the average discharges of the 20 realizations is about 6%. That is, if the discharge of the experiment is predicted with 20 realizations of the stochastic model, the error of the prediction is about 6%.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2006年第7期1469-1474,共6页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金资助项目(40372134) 留学归国人员科研启动基金项目
关键词 渗流力学 裂隙网络管状模型 渗流 模型校正 seepage mechanics channel model of discrete fracture network fluid flow model modification
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参考文献18

  • 1National Research Council Committee on Fracture Characterization and Fluid Flow.Rock Fractures and Fluid Flow:Contemporary Understanding and Applications[M].Washington D.C.,USA:National Academy Press,1996.
  • 2宋晓晨,徐卫亚.裂隙岩体渗流模拟的三维离散裂隙网络数值模型(Ⅰ):裂隙网络的随机生成[J].岩石力学与工程学报,2004,23(12):2015-2020. 被引量:65
  • 3赵红亮,陈剑平.裂隙岩体三维网络流的渗透路径搜索[J].岩石力学与工程学报,2005,24(4):622-627. 被引量:17
  • 4Long J C S,Remer J S,Wilson C R,et al.Porous media equivalents for networks of discontinuous fractures[J].Water Resources Research,1982,18(3):645-658.
  • 5Schwartz F W,Smith L,Crowe A S.A stochastic analysis of macroscopic dispersion in fractured media[J].Water Resources Research,1983,19(5):1 253-1 265.
  • 6Dershowitz W S.Rock joint systems[Ph.D.Thesis][D].Massa-chusetts,USA:Massachusetts Institute of Technology,1984.
  • 7Robinson P C.Connectivity,flow and transport in network models in fractured media[Ph.D.Thesis][D].Oxford,UK:Oxford University,1984.
  • 8Andersson J,Shapiro A M,Bear J.A stochastic model of a fractured rock conditioned by measured information[J].Water Resources Research,1984,20(1):79-88.
  • 9Rouleau A.Statistical characterization and a numerical simulation of a fracture system,application to groundwater flow in the Stripa granite[Ph.D.Thesis][D].Waterloo,Belgium:University of Waterloo,1984.
  • 10Billaux D,Chiles J P,Hestir K,et al.Three-dimensional statistical modeling of a fractured rock mass-an example from the Fanay-Augeres Mine[J].International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1989,26(3/4):281-299.

二级参考文献54

  • 1王恩志.岩体裂隙的网络分析及渗流模型[J].岩石力学与工程学报,1993,12(3):214-221. 被引量:49
  • 2贺少辉,廖国华,李中林.裂隙岩体初始裂隙网络渗流模型研究[J].南方冶金学院学报,1995,16(2):27-35. 被引量:3
  • 3莫海鸿,林德璋.裂隙介质网络水流模型的拓扑研究[J].岩石力学与工程学报,1997,16(2):97-103. 被引量:13
  • 4张有天,刘中.降雨过程裂隙网络饱和/非饱和、非恒定渗流分析[J].岩石力学与工程学报,1997,16(2):104-111. 被引量:67
  • 5殷人昆 陶永雷.数据结构(第一版)[M].北京:清华大学出版社,1999..
  • 6Panthulu T V,Krishnaiah C,Shirke J M.Detection of seepage paths in earth dams using self-potential and electrical resistivity methods[J].Engineering Geology,2001,59(3-4):281-293.
  • 7Snow D T.A parallel plate model of fracture permeable media[Ph.D.Thesis][D].Berkeley:University of California,Berkeley,1965.
  • 8Louis C.A study of the groundwater flow in jointed rock and its influence on the stability of rock masses[R].Imperial College Rock Mechanics Research Report No.10,1969.
  • 9Cacas M C,Ledoux E,Marsily G,et al.Modeling fracture flow with a stochastic discrete fracture network:calibration and validation,1 the flow model[J].Water Resources Research,1990,26:479-489.
  • 10Tsang Y W,Tsang C F.Channel model of flow through fractured media,Water Resources Research,1987,23:467-479.

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