An analytical iterative scheme is presented for computing the local ch
aracteristics of pressure and flow waves as they progress along a tree
structure and become modified by wave reflections. Results are obtain
ed to illustrate the phenomenon of pressure peaking under two differen
t sets of circumstances. In the first case, the propagation of a singl
e harmonic wave along a simple tree is considered, where wave reflecti
ons modify the amplitude of the pressure wave as it travels. In the se
cond case, the propagation of a composite wave along a tree with multi
ple branches is considered, where wave reflections modify the shape of
the wave as it travels and cause it to peak. The results demonstrate
unambiguously that the root cause of this phenomenon is wave reflectio
ns caused by stepwise decreases in admittance, as has been previously
suggested, rather than due to nonlinear interactions, as has also been
previously suggested. It is shown clearly that even when wave reflect
ions combine linearly, they lead to considerable peaking in the pressu
re waveform.