HYDRAULIC HYDROLOGICAL ANALYSIS OF THE IMPACT OF BRIDGES ON LARGE WATERS WITH THE EXAMPLE OF THE NEW BRIDGE ON THE TISA RIVER
DOI:
https://doi.org/10.24867/20CG01SljivarKeywords:
Tisa river, HEC-RAS, flood waveAbstract
The task of the master thesis was to model hydraulic impact of the new bridge that will be located on the Tisa River, within the newly planned highway Belgrade-Zrenjanin-Novi Sad. The modeling itself was done in the HEC RAS software package. A simulation of the flood wave from 2006 was carried out in order to obtain results that show the possible delay that may occur due to the construction of the bridge. The calculation was made for steady and unstable flow of the Tisa River.
References
[1] Ljubodrag M. Savić (2009). Hidrotehničke građevine, Građevinski fakultet, Univerzitet u Beogradu
[2] Ljubomir Budinski, HEC RAS, priručnika za studente, Građevinski fakultet, Univerzitet u Novom Sadu
[3-4] Georgije Hajdin, Mehanika fluida, Građevinski fakultet, Univerzitet u Beogradu
[5] Slobodan Kolaković (2017). Doktorska disertacija: Model upravljanja poplava na ravničarskim rekama na primeru Dunava kroz Srbiju, FTN, Univerzitet u Novom Sadu
[2] Ljubomir Budinski, HEC RAS, priručnika za studente, Građevinski fakultet, Univerzitet u Novom Sadu
[3-4] Georgije Hajdin, Mehanika fluida, Građevinski fakultet, Univerzitet u Beogradu
[5] Slobodan Kolaković (2017). Doktorska disertacija: Model upravljanja poplava na ravničarskim rekama na primeru Dunava kroz Srbiju, FTN, Univerzitet u Novom Sadu
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Published
2022-11-09
Issue
Section
Civil Engineering
