Quadrant front face pile supported breakwater is a combination of semicircu
lar and closely spaced pile breakwaters which couples the advantages of the
se two types. This type of structure consists of two parts. The bottom port
ion consists of closely spaced piles and the top portion consists of a quad
rant solid front face on the seaside. The leeward side of the top portion w
ith a vertical face would facilitate the berthing of vessels. An experiment
al investigation on this breakwater model in a wave flume is carried out fo
r three water depths. For each water depth, three different spacings betwee
n the piles were adopted for the investigation. The dynamic pressures exert
ed along the quadrant front face due to regular waves were measured. The va
riation of dimensionless pressures with respect to scattering parameter for
different gap ratio (spacing between the piles/diameter of pile) and for r
elative pile depth (water depth/pile height) are presented and discussed. I
n addition, the dimensionless total forces exerted on the breakwater model
as well as its reflection characteristics as a function of scattering param
eter are reported. (C) 2001 Elsevier Science Ltd. All rights reserved.