Laboratory experiments have been carried out in a large laboratory flume us
ing a nearly uniform sand and under controlled steady flow conditions such
as to ensure the development of alternate bars on a ripple and/or dune-cove
red bed. The interaction between small-scale and large-scale bed forms is f
ound to enhance a modulation in time and in space of the bar pattern. Moreo
ver, the flow depth decrease experienced by the flow field when approaching
bar fronts, leading to a progressive reduction of the dimensions of small-
scale bed forms, may influence appreciably the overall flow resistance. Exp
erimental values of bar wavelength and of bar celerity are compared with th
e theoretical estimates obtained from a model developed within the classica
l framework of linear stability analysis. In particular, the model accounts
for the local variability of friction coefficient and water level, for the
secondary helical flow effects, and for the influence of longitudinal slop
e on sediment transport. Quantitatively satisfactory predictions of bar wav
elength appear to be possible in spite of the fact that in various runs a c
orrect estimation of flow resistance and flaw discharge appears to be relat
ively difficult.