Numerical modeling of sediment transport in coastal environments
Numerical modeling is a
cost effective tool in the coastal zone management. A properly developed and
calibrated model can predict the coastal processes in an efficient manner and
therefore, adequate engineering measures may be taken in order to secure human
life and property.
A hydrodynamic model
comprising of shallow water equations coupled with a morphological model
(developed by Environmental Hydrodynamics Research Group, Tohoku University,
Japan) was applied to a field situation of heavy flood at Natori River mouth
located near Sendai city, Japan. Using a fine grid the qualitative comparison
with aerial photograph showed a close agreement for the sediment transport
characteristics. The flow profiles were predicted and compared with the
existing measured data of water level. The model prediction was successful in
the estimation of water level. The ability of this model to predict sediment
movement was shown by comparing computed and measured cross-sections in the
channel.
Figure 1 shows the
comparison between computed and observed water levels at a gaging station in
Natori river. The flood hydrograph and tidal elevations were used as upstream
and downstream boundary conditions, respectively. It may be observed that the
model performs very well in predicting the water levels.
Figure 1. Water level at Yuriage station