The river reach downstream of a floodgate at the estuary of the Xinyihe Riv
er is about 1.3km long, and the riverbed is composed of clotty clay. In the
experiment, soil samples are taken from the construction site, and the inc
ipient velocity is determined in a laboratory flume, and it is used to desi
gn the scour model and to select model sand material. The experimental resu
lts show that scours below the floodgate is unavoidable due to large discha
rge and Low tidal level. Scours is caused by two factors: the rapid flow pa
ssing though the floodgate and the water drop near the river mouth during l
ow ride, and the scout below the floodgate is more critical to the structur
al design. It is suggested that anti-scour walls should be used instead of
riprap. The ideas and methods adopted in the experiment can be used as refe
rence in the study on river scout under similar conditions.