This paper presents the results of an experimental investigation on th
e near-bed flow patterns, the bed shear stress amplification and scour
around the head of a vertical-wall breakwater, using regular waves. T
he Keulegan-Carpenter number (KC), based on the diameter of the breakw
ater head, is found to be the major parameter that governs the flow an
d the equilibrium scour depth. Basic flow structures are identified as
function of KC. The scour depth is found to increase with increasing
the Keulegan-Carpenter number. The necessary extent of the conventiona
l stone protection is studied. An empirical formula is worked out for
the width of the protection layer as function of KC. Also, the effects
of head shape, the angle of attack and the presence of a co-direction
al current are investigated. The results indicate that the scour depth
is increased considerably in the presence of a current. Likewise, the
scour depth is increased when the head shape is changed from a round
shape to a sharp-edged one. It is found that the angle of attack is al
so an influencing factor as regards the scour depth.