A one-dimensional (1D) flow, resulting from a sudden rise or decline i
n the water stage of a flood channel in a composite aquifer, which con
sists of two different regions separated by a linear discontinuity par
allel to the channel, is considered. Governing equations are solved an
alytically for appropriate initial and boundary conditions. The obtain
ed solution allows the determination of water level fluctuations in bo
th regions of the composite aquifer and the time-dependent flow rate t
o (or from) the aquifer. It is shown that three other solutions found
in the literature (solutions for uniform finite aquifer with imperviou
s boundary, uniform finite aquifer with recharge boundary, and uniform
semiinfinite aquifer) are special cases of the proposed solution, and
they are unified in one form. The proposed solution is a relatively s
imple means of predicting the variations in the water levels in the aq
uifer as well as evaluating the time-dependent flow rate. It may also
be used for the identification of the aquifer properties and for numer
ical model validation.