R. Balachandar et Ja. Kells, LOCAL CHANNEL SCOUR IN UNIFORMLY GRADED SEDIMENTS - THE TIME-SCALE PROBLEM, Canadian journal of civil engineering, 24(5), 1997, pp. 799-807
The importance of the time scale during the local scour of uniformly g
raded sediments and the dynamics of the erosion process are discussed
in the context of the scour which takes place downstream of a submerge
d sluice gate. In the study, the scour profiles were obtained using a
video-imaging process. The dynamic nature of the process is clearly de
monstrated by presenting scour profiles at various instants of time ov
er a period of 144 h. Some of the similarity parameters identified in
previous studies were found to be unsuitable for describing the scour
which took place. However, as found in related studies, the nondimensi
onal volume of scour and maximum depth of scour did follow a power-law
relationship with time, with equilibrium not yet achieved by the end
of the 144 h test. Two alternately occurring, distinct flow fields wer
e recognized during the study. In relation to the type of flow field o
ccurring, the bed material downstream of the sluice gate moved either
in the upstream or the downstream direction. The downstream movement o
f the bed material was accompanied by the rapid digging of a trough in
the sand bed relatively close to the sluice gate. The digging process
was immediately followed by a gradual upstream transport of the sand
particles and a refilling of the trough. Of particular significance in
this regard is the fact that the maximum depth of scour observed duri
ng the short-duration digging was greater than was observed during any
other phase of the scour process.