Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 733-739

	DOI: 10.14415/konferencijaGFS2014.098
	UDC: 627.13:556.536:519.87
	CC-BY-SA 4.0 license
	Author : Varga, Bela; Stipić, Matija; Kolaković, Srđan
	Summary:
	The thesis describes the principle of numerical modeling of open planar flows. For the numerical method for solving differential equations, the finite element method (FEM) was chosen, because it's more suitable for the case of planar open flows. The calculations were done by using the Telemac 2D software, which is based on the (FEM) and uses the fractional-step method, which has an advantage over the other models in terms of calculation stability and the accuracy of the results. The aim of this thesis is to show on a particular example (Case Study-CS-Baračka Bezdan 2) the performance of the Blue Kenue and the Telemac-2D softwares.
	Keywords:
	Telemac 2D, Hydraulic modelling of open flows, Blue Kenue, Bezdan, Baracka.