A new semi-analytic solution to the mixed-type boundary value problem for a
flowing partially penetrating well with infinitesimal skin situated in an
anisotropic aquifer is developed. The solution is suited to aquifers having
a semi-infinite vertical extent or to packer tests with aquifer horizontal
boundaries far enough from the tested area. The problem reduces to a syste
m of dual integral equations (DE) and further to a deconvolution problem. U
nlike the analogous Dagan's steady-state solution [Water Resour. Res. 1978;
14:929-34], our DE solution does not suffer from numerical oscillations. T
he new solution is validated by matching the corresponding finite-differenc
e solution and is computationally much more efficient. An automated (Newton
-Raphson) parameter identification algorithm is proposed for field test inv
ersion, utilizing the DE solution for the forward model. The procedure is c
omputationally efficient and converges to correct parameter values. A solut
ion for the partially penetrating flowing well with no skin and a drawdown-
drawdown discontinuous boundary condition, analogous to that by Novakowski
[Can. Geotech. J. 1993; 30.600-6], is compared to the DE solution. The D-D
solution leads to physically inconsistent infinite total flow rate to the w
ell, when no skin effect is considered. The DE solution, on the other hand,
produces accurate results. (C) 1999 Elsevier Science Ltd. All rights reser
ved.