This paper reviews the basic concepts of sensitivity analysis and points ou
t their limitations. A case is then made for logarithmic sensitivity. The m
agnitude of logarithmic sensitivity alone does not determine the accuracy o
f an aquifer parameter estimate, especially when the relative measurement e
rrors are not uniform throughout space and time. Deterministic parameter co
rrelations and plausible relative errors in parameter estimates are introdu
ced as imperfect measures of information content in measurements. A plausib
le relative error in the parameter estimate combines the effect of logarith
mic sensitivity with that of relative measurement error. Minimizing the pla
usible relative errors rather than maximizing the corresponding sensitiviti
es should serve as a guide to identifying the measurements most useful for
parameter estimation or as candidate measurements for optimal sampling. Fur
thermore, avoiding among them measurements with high parameter correlations
as much as possible may help ensure that the sensitivity matrix X (or (XX)
-X-T) is well-conditioned and, thus, that the parameter estimates are accur
ate.
The discussed concerts are then applied to a model of a pumping test conduc
ted on a fully penetrating well situated in a confined aquifer. The model a
ccounts for the wellbore storage and an infinitesimal skin. Tn contrast to
the traditional and normalized sensitivities, the logarithmic sensitivities
of the drawdown in the pumping well, the drawdown in an observation well,
and the wellface flowrate to transmissivity, T, storativity, S, and the ski
n factor, eta, depend on a small number of parameters. They can thus be rep
resented by a single type curve or a family of a relatively few type curves
. The plausible relative errors in T, S, and eta estimated from wellbore dr
awdown rapidly decrease during the wellbore storage phase and reach a plate
au or slowly decrease outside the wellbore storage phase. The plausible rel
ative errors from the wellface flowrate rapidly decrease during the wellbor
e storage phase before reaching a minimum (around the time when the wellfac
e flowrate is equal to about half the pumping rate) and then rapidly increa
se. This means that transient flowmeter test measurements of drawdown and w
ellface flowrate should not be made during the early times of the wellbore
storage phase. (C) 2001 Elsevier Science Ltd. All rights reserved.