DBPapers
DOI: 10.5593/SGEM2016/B31/S12.006

ADVANCE HYDRAULIC MODELING OF IRRIGATION CHANNEL CP3, IN IRRIGATION SYSTEM TEBA – TIMISAT, ROMANIA, TIMIS COUNTY

Z. Marossy, R. Beilicci, E. Beilicci, M. Visesccu
Wednesday 7 September 2016 by Libadmin2016

References: 16th International Multidisciplinary Scientific GeoConference SGEM 2016, www.sgem.org, SGEM2016 Conference Proceedings, ISBN 978-619-7105-61-2 / ISSN 1314-2704, June 28 - July 6, 2016, Book3 Vol. 1, 39-46 pp

ABSTRACT
Study case is situated in irrigation system Teba - Timisat. Arrangements contained in this area are: Teba - Timisat, Rudna - Giulvăz, Bociar and Caraci. They arranged a total surface of 43,335 ha. But because of drainage arrangements can be made independently on each fitting generally most suggestive planning for evacuation in state border surrounding area is arranging Teba - Timisat. To solve theoretical problems of movement of water in the channel CP3, 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.

Keywords: hydraulic modeling, irrigation channel