V. Cvetkovic et al., CONTAMINANT TRANSPORT IN AQUIFERS WITH SPATIALLY-VARIABLE HYDRAULIC AND SORPTION PROPERTIES, Proceedings - Royal Society. Mathematical, physical and engineering sciences, 454(1976), 1998, pp. 2173-2207
Citations number
41
Categorie Soggetti
Multidisciplinary Sciences
Journal title
Proceedings - Royal Society. Mathematical, physical and engineering sciences
We consider migration of contaminants in groundwater and wish to chara
cterize transport globally using spatial and temporal moments. The spe
cific problem addressed in this work is how to simultaneously account
for the spatial variability of the hydraulic conductivity, K, and of o
ne or several sorption parameters, P. The Lagrangian framework for rea
ctive transport in aquifers of Cvetkovic and Dagan is extended to inco
rporate the spatial variability in sorption parameters. For arbitrary
sorption reactions, the general result can be used for simplified Mont
e Carlo simulations, where a three-dimensional advection-sorption prob
lem is reduced to a three-dimensional advection and one-dimensional ad
vection-sorption problem. The first two spatial moments characterize t
he spatial extent of a contaminant plume and are derived for ergodic t
ransport, for cases of continuous and pulse injection. Expressions for
the first three temporal moments which characterize field-scale conta
minant discharge are derived for linear sorption reactions. All the de
rived expressions for the global transport quantities are given in ter
ms of Lagrangian statistics of the fluid velocity and the sorption par
ameter(s) random fields. Analytical solutions are provided for a few s
orption models which are most frequent in applications: nonlinear equi
librium sorption and linear non-equilibrium sorption. Analytical resul
ts are given in terms of Lagrangian statistics of the 'reaction flow p
ath', mu, which integrates the sorption parameter along an advection f
low path with time as the integration variable. Lagrangian statistics
of mu, are related to the Eulerian statistics of the hydraulic conduct
ivity, K, and the sorption parameter, P, analytically and using Monte
Carlo particle-tracking simulations. The derived analytical expression
s are robust for the considered range of variabilities when compared t
o simulation results. For extraction of a contaminant subject to Langm
uir sorption, the effect of spatial variability in the sorption capaci
ty on the first two moments of the displacament front is supressed by
the effect of nonlinearity. For linear non-equilibrium sorption, spati
al variability in the forward rate coefficient has a more significant
influence than in the backward rate on the first three temporal moment
s.