Abstract:
Study case is situated in irrigation system
Teba - Timisat. To solve theoretical problems of
movement of water in the channel Temeșiț, it requires
modeling of water flow in this case. Numerical modeling
was performed using the program MIKE11. Advanced
computational modules are included for description of
flow over hydraulic structures, including possibilities to
describe structure operation. The input data are: area
plan with location of cross sections; cross sections
topographical data and roughness of river bed; flood
discharge hydrograph. After simulation with MIKE 11
result the water level in each cross sections.
