Abstract:
Study case is situated in Caras Severin
county. To solve theoretical problems of movement of
water in the river Dognecea, 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.
