A Lagrangian (random walk) sediment deposition model is used to invest
igate the competing effects of gravity and turbulence on deposition to
a fully absorbing bed. This approach permits an analysis of the proba
bility density function of deposition velocity as well as its mean. A
distinct change in transport behavior is observed at a critical value
of w(c) = w(s)/U* = 0.1, where w(s) is the fall velocity in still flu
id and U is the shear velocity. Turbulence controls the transport of
particles below w(c) which deposit faster than similar particles in s
till water. For particles above w(c), the still water fall velocity i
s a good estimate of the mean deposition velocity. A discrepancy betwe
en the Lagrangian model results and experimental data (for w < w*(c))
may suggest that existing diffusion models are an incomplete represen
tation of the physical system. An alternative conceptual model is sugg
ested, based on coherent intermittent turbulence structures, which app
ears to explain the experimental results more effectively. Many natura
l and engineered sedimentation systems have w < w*(c) and are dominat
ed by turbulent sediment transport. New sediment removal technologies
are suggested based on turbulence enhanced deposition.