Numerical simulation of flow in
compound channels*
Michael L. MacWilliams, Robert
L. Street, and Peter K. Kitanidis
Compound Channels are often constructed in restoration
projects on streams that have been channelized or are deeply incised. The compound channel design allows for flow
over a wider cross-sectional area and is supposed to reduce flow velocities
and bed shear stresses in the channel during high flow events. The reduction in channel velocities helps
to reduce further incision and establish a more natural flow regime under
high flow conditions.
In river restoration projects, compound channel designs are often based on
one-dimensional numerical simulations.
However, one-dimensional numerical models are not always suitable for simulating
the complexity of compound channel flows and can produce erroneous results. We will present a comparison of simulation
results for a pre-restoration incised channel and a post-restoration compound
channel using one-dimensional and three-dimensional numerical models. We will focus on the limitations associated
with these models and address their suitability for use in the design of
compound channels in river restoration projects.
* MacWilliams, M. L., R. L. Street, and P. K. Kitanidis,
Numerical Simulation of Flow in Compound
Channels, EOS Trans. AGU, 83(47), Fall Meet. Suppl.,
Abstract H72B-0852, 2002.
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