Fj. Leij et N. Toride, DISCRETE TIME-AVERAGED AND LENGTH-AVERAGED SOLUTIONS OF THE ADVECTION-DISPERSION EQUATION, Water resources research, 31(7), 1995, pp. 1713-1724
Solute concentrations obtained from displacement experiments in porous
media frequently represent discrete values as a result of averaging o
ver a finite sampling interval. For example, effluent curves are made
up of time-averaged concentrations while volume-averaged concentration
s are obtained from core samples. The discrete concentrations are ofte
n described by continuous solutions of macroscopic solute transport eq
uations such as the advection-dispersion equation (ADE). The continuou
s solution is often shifted to describe the average concentration. Thi
s paper compares continuous and time- or length-averaged solutions of
the one-dimensional ADE cast in terms of flux-averaged and resident co
ncentrations. Expressions for the time- and length-averaged concentrat
ions are presented for solute applications described by Dirac delta or
Heaviside functions (instantaneous and continuous releases of the sol
ute) using four different combinations of solute application and detec
tion modes. A temporal and spatial moment analysis was conducted to co
mpare the traditional continuous description with the discrete time- o
r length-averaged approach. Graphical and tabular data are presented t
o evaluate the accuracy of continuous solutions of the ADE for determi
ning transport parameters. Although significant errors may occur for e
xtreme cases with low dispersion coefficients and large sampling inter
vals, shifting the continuous solution by half the sampling interval g
enerally yields results similar to those obtained with the time- or le
ngth-averaged analysis. An advantage of averaged concentrations is tha
t they permit greater flexibility to conduct experiments, since averag
ed concentrations provide an exact description of the data regardless
of the sampling interval.