Abstract
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N. Suciu
P. Knabner
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Cite this paper as:
N. Suciu, P. Knabner, Comment on ‘‘Spatial moments analysis of kinetically sorbing solutes in aquifer withbimodal permeability distribution’’ by M. Massabo, A. Bellin and A.J. Valocchi, Water Resour. Res., 45 (2009), W05601,
doi: 10.1029/2008wr007498
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[1] Krautle, S., and P. Knabner (2005), A new numerical reduction scheme for fully coupled multicomponent transport-reaction problems in porous media, Water Resour. Res., 41, W09414,
CrossRef (DOI).
[2] Krautle, S., and P. Knabner (2007), A reduction scheme for coupled multi-component transport-reaction problems in porous media: Generalization to problems with heterogeneous equilibrium reactions, Water Resour.Res., 43, W03429,
CrossRef (DOI)
[3] Massabo, M., A. Bellin, and A. J. Valocchi (2008), Spatial moments analysis of kinetically sorbing solutes in aquifer with bimodal permeability distribution, Water Resour. Res., 44, W09424,
CrossRef (DOI)
[4] Sposito, G., and G. Dagan (1994), Predicting solute plume evolution in heterogeneous porous formations, Water Resour. Res., 30(2), 585 – 589.
CrossRef (DOI)
[5] Suciu, N., and C. Vamos¸ (2007), Comment on ‘‘Nonstationary flow and non-ergodic transport in random porous media’’ by G. Darvini and P. Salandin,Water Resour. Res., 43, W12601,
CrossRef (DOI)
[6] Suciu, N., C. Vamos¸, J. Vanderborght, H. Hardelauf, and H. Vereecken(2006a), Numerical investigations on ergodicity of solute transport in heterogeneous aquifers, Water Resour. Res., 42, W04409,
CrossRef (DOI)
[7] Suciu, N., C. Vamos¸, and J. Eberhard (2006b), Evaluation of the first-order approximations for transport in heterogeneous media, Water Resour. Res.,42, W11504,
CrossRef (DOI)
[8] Suciu, N., C. Vamos¸, H. Vereecken, K. Sabelfeld, and P. Knabner (2008), Memory effects induced by dependence on initial conditions and ergodicity of transport in heterogeneous media, Water Resour. Res., 44,W08501,
CrossRef (DOI)
[9] Vamos¸, C., N. Suciu, and H. Vereecken (2003), Generalized random walk algorithm for the numerical modeling of complex diffusion processes, J. Comput. Phys., 186 (2), 527 –544,
CrossRef (DOI)
Comment on "Spatial moments analysis of kinetically sorbing solutes in aquifer with bimodal permeability distribution" by M. Massabó, A. Bellin, and A. J. Valocchi
Abstract
Citation: Suciu, N., and P. Knabner (2009), Comment on "Spatial moments analysis of kinetically sorbing solutes in aquifer with bimodal permeability distribution’’ by M. Massabó, A. Bellin, and A. J. Valocchi, Water Resour. Res., 45, W05601, doi:10.1029/2008WR007498.
[2] Massabó et al. [2008, paragraph 20] claim that "a well established result of stochastic theories is that for plumes with transverse dimension much larger than the corresponding integral scale, transport develops under ergodic conditions" and the single realization dispersion
[3] For plumes with initial dimensions larger than the heterogeneity scale, the variance of the plume center of mass can be neglected [Suciu et al., 2008, Figure 1] and relation (1) holds for the ensemble average of
where the subscripts
[4] Arguments based on the ergodicity of the random velocity field suggest that space averages over the initial positions can be replaced by ensemble averages. Then, the second term of (2) is an ergodic estimation of the oneparticle dispersion
[5] The relevance of the stochastic description for the dispersion observable in a real case is an ergodic property in a broader sense that cannot be reduced to that of the random space function describing the velocity field [Suciu et al., 2006a; Suciu and Vamoş, 2007]. This property can be quantified by an "ergodicity range" defined as root mean square deviation of observable quantities from stochastic model predictions [Suciu et al., 2006a]. For large initial plumes the ergodicity range of
[6] The numerical experiment was carried out under conditions that are usually assumed in first-order approximation approaches: an isotropic two-dimensional aquifer system with statistically homogeneous log-hydraulic con-

[7] Since in a consistent first-order approximation with leading term given by the ensemble mean displacement the advective and dispersive displacements decouple [Suciu et al [2006b, equation (7)], the results of Massabó et al. [2008] can be extended to the dispersive case by simply adding the local dispersion coefficients in their equation (19). Hence, the numerical experiment can be compared with the unimodal case considered by Massabó et al. [2008]. The differences between the cases of unimodal and bimodal hydraulic conductivity distributions [Massabó et al., 2008, Figures 1 and 6] are small as compared with the ergodicity ranges we present in the following. Therefore, we consider that the numerical results are relevant for the bimodal case as well. The two processes considered by the authors (the Markov chain describing the time spent by particles in the mobile phase and the space random hydraulic conductivity) are independent. Therefore, the ergodicity ranges of the reactive problem should be at least as large as those of the nonreactive case considered in the numerical experiment.
[8] Figure 1 summarizes results on ergodicity of the longitudinal and transverse dispersion for large sources consisting of transverse and longitudinal slabs and a square, with dimensions of 100 correlation scales
hydraulic conductivity. Since the deviation of the ensemble average dispersion
[9] Concluding, we suggest that dispersivities derived from first-order approximations of the one-particle dispersion by Massabó et al. [2008, equation (19)] can be used for modeling the transport at large travel distances, when accompanied by uncertainty estimates given by the corresponding ergodicity ranges (see Figure 1). We also suggest that it is possible to use the longitudinal ergodic dispersivity, for large transverse slab sources, in problems for crosssection space average concentration [see, e.g., Suciu et al., 2006a].
[10] Acknowledgments. This work was supported by Deutsche Forschungsgemeinschaft grant SU 415/1-2.
References
Kräutle, S., and P. Knabner (2007), A reduction scheme for coupled multicomponent transport-reaction problems in porous media: Generalization
to problems with heterogeneous equilibrium reactions, Water Resour. Res., 43, W03429, doi:10.1029/2005WR004465.
Massabó, M., A. Bellin, and A. J. Valocchi (2008), Spatial moments analysis of kinetically sorbing solutes in aquifer with bimodal permeability distribution, Water Resour. Res., 44, W09424, doi:10.1029/ 2007WR006539.
Sposito, G., and G. Dagan (1994), Predicting solute plume evolution in heterogeneous porous formations, Water Resour. Res., 30(2), 585-589.
Suciu, N., and C. Vamoş (2007), Comment on "Nonstationary flow and nonergodic transport in random porous media" by G. Darvini and P. Salandin, Water Resour. Res., 43, W12601, doi:10.1029/2007WR005946.
Suciu, N., C. Vamoș, J. Vanderborght, H. Hardelauf, and H. Vereecken (2006a), Numerical investigations on ergodicity of solute transport in heterogeneous aquifers, Water Resour. Res., 42, W04409, doi:10.1029/ 2005WR004546.
Suciu, N., C. Vamoş, H. Vereecken, K. Sabelfeld, and P. Knabner (2008), Memory effects induced by dependence on initial conditions and ergodicity of transport in heterogeneous media, Water Resour. Res., 44, W08501, doi:10.1029/2007WR006740.
Vamoş, C., N. Suciu, and H. Vereecken (2003), Generalized random walk algorithm for the numerical modeling of complex diffusion processes, J. Comput. Phys., 186(2), 527-544, doi:10.1016/S0021-9991(03)00073-1.
Institute of Applied Mathematics, Friedrich-Alexander University of Erlangen-Nuremberg, Erlangen, Germany.
Tiberiu Popoviciu Institute of Numerical Analysis, Romanian Academy, Cluj-Napoca, Romania.- P. Knabner and N. Suciu, Institute of Applied Mathematics, FriedrichAlexander University of Erlangen-Nuremberg, Martensstrasse 3, D-91058 Erlangen, Germany. (suciu@am.uni-erlangen.de)