For two-dimensional groundwater flow in an isotropic confined aquifer,
it has been shown elsewhere that two independent steady state sets of
data, i.e., piezometric heads and source terms corresponding to diffe
rent steady state flow conditions, and the value of transmissivity at
one point suffice to determine transmissivity uniquely in a connected
domain. The data are independent if the hydraulic gradients are not pa
rallel anywhere over the domain. Here transmissivity is numerically de
termined by integration of suitably approximated functions of the data
along polygonal lines connecting the nodes of a lattice; integration
starts from the node where transmissivity is given. The choice of the
integration path is based on the results of the stability analysis and
allows us to minimize the effects of the approximations on the data.
Since the approximated solution is computed along internode segments,
the internode transmissivities are immediately calculated without intr
oducing arbitrary averages of the node transmissivities. The internode
transmissivities are the quantities necessary to set up a management
model within a conservative finite differences scheme. The applicabili
ty of this technique to real cases is tested with two synthetic exampl
es. The first one was set up by ourselves, whereas the second one has
been taken from the literature. The internode transmissivities identif
ied with our procedure are compared with the synthetic reference ones.
The ultimate check is performed of evaluating new head fields on the
basis of the identified and reference internode transmissivities. The
fit is good. The relative error for the identified internode transmiss
ivities is very low when error-free data are used, and it varies by an
amount approximately constant over the entire aquifer when an error o
n the initial value of transmissivity is introduced. The errors on the
piezometric heads bear more relevance, but nonetheless, the affected
results are still good.