An eigenfunction expansion method is used to analyze the generation an
d propagation of linear water waves down a wave flume consisting of a
wavemaker, an abrupt expansion, (possibly) a finite width vertical por
ous breakwater spanning the channel, and a fully absorbing ending wall
. Progressive wave modes, as well as vertical evanescent modes (which
exist near the wave-maker, the expansion section, and the upstream and
downwave faces of the porous wall), are considered. Moreover, in orde
r to satisfy the lateral boundary conditions along the flume walls, a
transversal variation of the velocity potential is included allowing t
he propagation of an obliquely incident wave train, scattered modes at
the same frequency, and additional evanescent modes in the transversa
l direction. Thus, the wave solutions are expanded in eigenseries in t
wo orthogonal directions, one over the depth, and the other across the
channel cross-section. Laboratory experiments were conducted to verif
y the reflection and transmission process at the channel junction and
at a porous structure. The oscillating behavior of reflection and tran
smission coefficients with kb2 indicates occurrence of resonance, whic
h is subsequently analyzed.