Hy. Lee et al., QUASI-2-DIMENSIONAL SIMULATION OF SCOUR AND DEPOSITION IN ALLUVIAL CHANNELS, Journal of hydraulic engineering, 123(7), 1997, pp. 600-609
Most existing sediment routing models are one-dimensional models and h
ence they cannot be used Co simulate lateral channel bed deformations.
Conversely, a two-dimensional model is computationally time consuming
, and is not suitable for long-term simulation. Using the stream tube
concept, a one-dimensional model is extended to a quasi-two-dimensiona
l model in this study. It is capable of simulating lateral variations
of channel cross section through the adjustments of stream tube bounda
ries. The model has an option to treat the suspended load and bed load
separately and hence is able to simulate the deposition behavior of t
he suspended sediment under a nonequilibrium process. The model also p
rovides options to solve either de Saint Venant equation or energy equ
ation and hence can be applied in both steady and unsteady flow condit
ions. An assessment of this model's performance has been conducted thr
ough a comparison to an analytical solution and a set of experimental
data, The application of this model to the Keelung River and the Shiem
en Reservoir in Taiwan also gave convincing results.