On the multiscale characterization of effective hydraulic conductivity in random heterogeneous media: A historical survey and some new perspectives

被引:26
作者
Colecchio, Ivan [1 ]
Boschan, Alejandro [1 ]
Otero, Alejandro D. [1 ,2 ]
Noetinger, Benoit [3 ]
机构
[1] Univ Buenos Aires, Fac Ingn, Paseo Colon 850, Buenos Aires, DF, Argentina
[2] Consejo Nacl Invest Cient & Tecn, Ctr Simulac Computac, Godoy Cruz 2390, Buenos Aires, DF, Argentina
[3] IFP Energies Nouvelles, 1 & 4 Ave Bois Preau, F-92852 Rueil Malmaison, France
关键词
Heterogeneous aquifers; Stochastic approach; Volume averaging; Upscaling; GRID BLOCK PERMEABILITY; COARSE SCALE MODELS; NUMERICAL-SIMULATION; VARIATIONAL APPROACH; COMPOSITE-MATERIALS; POROUS FORMATIONS; GROUNDWATER-FLOW; FLUID-FLOW; TRANSPORT; RENORMALIZATION;
D O I
10.1016/j.advwatres.2020.103594
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
In large scale heterogeneous aquifer simulations, determining the appropriate coarsening scale lambda to define an effective hydraulic conductivity K-eff is a challenging task, that involves a trade-off between accuracy and cost. Efficiently adjusting the scale lambda is then key, in particular for uncertainty quantification. In this paper, we obtain improved analytical results for the variance of K-eff, valid at any scale, in the context of energy dissipation formulation. Using this formulation, we then derive an efficient K-eff numerical estimator, and compare it with those of the potential-flow average and permeameter formulations in 2D, for lognormal and binary media, over a wide range of A and of heterogeneity. We analyze the probability density function (pdf), mean, and variance, of these estimators, comparing them with the analytical results. In the lognormal case, the pdf's are rather similar for the three estimators, and remain lognormal at all scales. In the binary case, slow convergence to an asymptotic regime is observed close to the percolation threshold.
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页数:16
相关论文
共 93 条
[1]   SOLUTION OF STOCHASTIC GROUNDWATER-FLOW BY INFINITE SERIES, AND CONVERGENCE OF THE ONE-DIMENSIONAL EXPANSION [J].
ABABOU, R .
STOCHASTIC HYDROLOGY AND HYDRAULICS, 1994, 8 (02) :139-155
[2]  
ABABOU R, 1989, TRANSPORT POROUS MED, V4, P549, DOI 10.1007/BF00223627
[3]  
Ababou R., 1996, ENV STUDIES MATH COM, P1
[4]   EFFECTIVE PERMITTIVITY OF LOG-NORMAL ISOTROPIC RANDOM-MEDIA [J].
ABRAMOVICH, B ;
INDELMAN, P .
JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 1995, 28 (03) :693-700
[5]   Solute transport in heterogeneous reservoirs: Upscaling from the Darcy to the reservoir scale [J].
Aguilar-Madera, Carlos G. ;
Herrera-Hernandez, Erik C. ;
Espinosa-Paredes, Gilberto .
ADVANCES IN WATER RESOURCES, 2019, 124 :9-28
[6]  
[Anonymous], 2014, Introduction to percolation theory: revised
[7]  
[Anonymous], 1996, IMA VOLUMES MATH ITS
[8]  
[Anonymous], 1989, FLOW TRANSPORT POROU, DOI DOI 10.1007/978-3-642-75015-1
[9]  
Armstrong S., 2019, Quantitative Stochastic Homogenization and Large-Scale Regularity, V352
[10]   Generalized coarse graining procedures for flow in porous media [J].
Attinger, S .
COMPUTATIONAL GEOSCIENCES, 2003, 7 (04) :253-273