Most field methods used to estimate transmissivity values rely on the analy
sis of drawdown under convergent flow conditions. For a single well in a ho
mogeneous and isotropic aquifer and under steady state flow conditions, dra
wdown s is directly related to the pumping rate Q through transmissivity T.
In real, nonhomogeneous aquifers, s and Q are still directly related, now
through a value called equivalent transmissivity T In this context, T-eq is
defined as the value thar best fits Thiem's equation and would, for exampl
e, be the transmissivity assigned to the well location in the classical int
erpretation of a steady state pumping test. This equivalent or upscaled tra
nsmissivity is clearly not a local value but is some representative value o
f a certain area surrounding the well. In this paper we present an analytic
al solution for upscaling transmissivities under radially convergent steady
state flow conditions produced by constant pumping from a well of radius r
(W) in a heterogeneous aquifer based upon an extension of Thiem's equation.
Using a perturbation expansion, we derive a second-order expression for T-
eq given as a weighted average of the fluctuations in log T throughout the
domain. This expression is compared to other averaging formulae from the li
terature, and differences are pointed out. T depends upon an infinite serie
s which may be expressed in terms of coefficients of the finite Fourier tra
nsform of the log transmissivity function. Sufficient conditions for conver
gence of this series are examined. Finally, we show that our solution agree
s with existing analytical ones to second order and test the solution with
a numerical example.