Physical model tests have been performed in two different wave flumes
to analyse the threshold of stone movement and quantify the frequency
and length of displacements due to head-on wave attacks at a reshaping
breakwater, Data on stone movements were obtained from the observatio
n of cumulative displacements at the end of each wave attack and from
video records during the attack. Threshold conditions, frequency of mo
vement and displacement length are expressed as function of a suitably
modified stability number. A simple model is defined relating longsho
re transport due to oblique wave attack to stone mobility, The transpo
rt model is based on the assumption that movement statistics is affect
ed by obliquity only through the appropriate mobility index and that s
tones move during up- and down-rush in the direction of incident and r
eflected waves, Without any calibration, results compare favourably wi
th experimental data available in literature in the range of low mobil
ity conditions where movement statistics was observed. A calibration i
s provided in order to obtain an accurate transport formula valid in a
wide mobility range, i.e. for reshaping breakwaters and up to gravel
beaches.