A finite element model based on potential theory has been developed to
study watertable fluctuations for physically realizable transient rec
harge of infinite aquifers. A basin infiltration rate, similar to that
observed in field experiments conducted for recharge of turbid playa
waters through excavated basins to the Ogallala aquifer in Texas High
Plains, has been used as a source strength model for simulation of the
water table rise. The finite element model has been validated by comp
aring simulation results with Hele-Shaw analogue results reported in t
he literature. A parametric sensitivity analysis has been conducted to
examine the effects of changes in the recharge rate parameters as the
y influence the rise of the water table with respect to time and the r
ime to achieve rite peak of the water table. The relative influence of
these parameters on rise of the water table is important for design o
f a basin recharge system. The results of this study indicate that the
finite element model can be used as an effective numerical tool to st
udy the response of the water table when subjected to a variable recha
rge rare.