A 1-D morphodynamic model for rill erosion
Abstract
The key objective of this paper is to develop a 1‐D hydrodynamic and sediment
transport model, namely, RILL1D, that handles transcritical flows over abrupt changes
(e.g., formation of pool crests and width change) in a single rill and also predicts changes
in rill bed elevation. Replication of rill conditions in terms of flow and bed evolution
changes necessitated the use of an enhanced TVD‐MacCormack scheme with
implementation of Tseng’s surface gradient method, to provide an oscillation free solution
over formed pool crests. The model at the end of each time step calculates the flow depth,
velocity, and bed shear stress and provides changes in bed elevation and grain size
distribution within a cell. The hydrodynamic performance of RILL1D is evaluated by
comparing its results with either analytical solutions or experimental observations from
various benchmark tests with rigid bed conditions that include (1) formation of a hydraulic
jump in a rectangular channel, (2) steady subcritical and transcritical flow (without a
shock) over a hump, (3) formation of a hydraulic jump in a converging‐diverging
frictionless channel, and (4) flows over step‐pools. It is shown that the enhanced
TVD‐MacCormack scheme adequately simulates transcritical flows by preserving the
mass conservation and reducing the artificial numerical error. The scheme also
approximates satisfactorily depth and velocity for a single rill, with a fixed bed consisting
of steps and pools, except near the pool headwalls where a backroller forms with negative
velocities. The sediment component of RILL1D is evaluated by two field investigations
of single rills with mobile beds. With the field data the code is tested for its ability to
reproduce measured values of sediment transport rates. A sensitivity analysis is performed
to assess the effects of cell size and critical erosional strength in the predictive ability of the
model. RILL1D performs reasonably well in these simulations in terms of sediment
prediction rates and fared adequately in terms of replicating rill bed morphology.
General note
Artículo de publicación ISI
Quote Item
WATER RESOURCES RESEARCH, Volume: 46, Article Number: W09541, 2010
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