Well bore boundary conditions are incorporated in a three-dimensional finit
e element model that solves the variably saturated groundwater flow equatio
n. One-dimensional line elements, which are used to discretize the flow equ
ation along the well screen, are superimposed onto three-dimensional porous
media elements. The use of line elements allows the inclusion of well bore
storage effects, and also avoids the need of a second iteration step durin
g the solution of the nonlinear flow equation to achieve the correct head a
nd flux distribution along the well screen. Verification of the formulation
is done by comparing results from the numerical model to an analytical sol
ution for pumping in an unconfined aquifer. Simulation of convergent-diverg
ent flow into a heterogeneous unconfined aquifer illustrates that the model
accounts for the aquifer heterogeneity by producing a variable fluid flux
distribution along the well screen. This result has implications for the co
rrect modeling of contaminant transport to the well. (C) 2000 Elsevier Scie
nce Ltd. All rights reserved.