Flow characteristics in an open channel with a constriction are investigate
d numerically by using a three-dimensional multi-level hydrodynamic model.
In this model. the two-step Euler predictor-corrector algorithm is introduc
ed to predict and correct free surface water level. The momentum equations
in horizontal directions are discretized in an explicit scheme for the comp
onent velocities u and v, and the continuity equation is discretized for th
e velocity w in an implicit scheme in uniform and non-uniform grid systems.
The model has been tested against analytical solutions for two standard ca
ses and used to study sudden contraction and expansion open channel flow. T
he numerical results are in good agreement with analytical and experimental
data. Simulated flow patterns for the sudden contraction and expansion flo
w show reasonable flow characteristics downstream of an opening.