Velocity measurements, previously carried out using both a miniature curren
t flowmeter and an acoustic Doppler velocimeter, are used to verify the app
licability of the incomplete self-similarity theory to deduce the velocity
profile in a gravel bed channel. Then, for the velocity profiles having the
maximum value below the free surface and for the S-shaped profiles, the po
wer velocity distribution is corrected using a new divergence function. For
each value of the depth sediment ratio the nondimensional friction factor
parameter is calculated by integration of the measured velocity distributio
ns in the different verticals of the cross section. Finally, a semilogarith
mic flow resistance equation is empirically deduced.